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Home My WebLink AboutSDP202200061 Plan - Submittal (First) 2022-10-14DRAWING INDEX (52 SHEETS TOTAL) GENERAL LANDSCAPE • Dewberry C 0 C N F., G0.01 COVER SHEET L1.01 LANDSCAPE PLAN L1.02 LANDSCAPE NOTES & DETAILS CIVIL ELECTRICAL CC.01-00.02 GENERAL NOTES e9.83* E&SePje:FEe E1.01 S E1.02 e9.04-C9.65iE&SSBET C0.06 SOILS MAP E1.03 C0.07 OVERALL PLAN C1.01-C1.03 EXISTING CONDITIONS C2.01-C2.02 62.03 C2.04* DEMOLITION PLAN E&SG PI IASE I PLAN E&Se PI IASE II PEAK SITE PLAN e4.85-e3.66* C3.01-C3.02 C3.03-C3.04 GRADING & DRAINAGE PLAN C3.05-C3.06 UTILITY PLAN C3.07 DETAILED GRADING PLAN C4.01-C4.02 ROAD PLAN & PROFILES C4.03-C4.04 STOPPING SIGHT DISTANCE PLAN & PROFILES C4.05-C4.06 TURNING RADIUS EXHIBIT C4.07-C4.08 WATER LINE PROFILES C4.09 SANITARY SEWER PROFILES C4.10-C4.11 STORM SEWER PROFILES C4.12 STORM SEWER CALCULATIONS C4.13-4.17 DRAINAGE DITCH PROFILES C4.18 DITCH CALCULATIONS C4.19 INLET DRAINAGE AREA MAP C5.01-05.06 CONSTRUCTION DETAILS ST,-..,MYA TER , R ,,TIVE EXISTING LAND USE EXISTING DRAINAGE AREA MAP PRePeSED DRAINAGE AREA MAP SEEN RETAIL SVVM BETENTIeN PGNB BETA E- PeLLUTION. PbkN e6.131* e6.02-e6.03* 56.66* 66.07* e6.88* e6.89* e6.1B* ELECTRICAL SITE PLAN ELECTRICAL DETAILS ELECTRICAL SPECIFICATIONS *STRIKETHROUGH INDICATES SHEET INCLUDED IN VSMP PLAN SET. NOT INCLUDED IN SITE PLAN SET. PROPERTY INFORMATION TAX MAP/PARCEL ID: OWNER: ALBEMARLE COUNTY ZONING CLASSIFICATION ALBEMARLE COUNTY MAGISTERIAL DISTRICT: PROPOSED BUILDING MAXIMUM HEIGHT: FEMA FLOOD INSURANCE RATE MAP: OVERLAY DISTRICTS: NON-INFILL: SETBACKS FRONT -MINIMUM: SIDE -MINIMUM: REAR -MINIMUM: PARCEL ACREAGE: 09100-00-00-00100 ALBEMARLE COUNTY SERVICE AUTHORITY R1 - RESIDENTIAL SCOTTSVILLE DISTRICT 35' ZONE X; AREAS TO BE DETERMINED OUTSIDE THE 0.2%ANNUAL CHANCE FLOODPLAIN AIRPORT IMPACT AREA, ENTRANCE CORRIDOR, STEEP SLOPES - MANAGED 5' 5' 20' 9.54 AC PROPERTY NOT WITHIN AN ALBEMARLE COUNTY AND / OR CITY OF CHARLOTTESVILLE WATER SUPPLY WATERSHED PROPOSED USE PROPOSED USES AND MAXIMUM ACREAGE OCCUPIED BY EACH USE: ACCESS ROAD 1.07 AC PARKING 1.30 AC BUILDING 0.19 AC TRAINING AREA 0.19 AC OPEN SPACE 3.73 AC STORMWATER BASIN 0.29 AC STORMWATER ACCESS RD 0.12 AC MAXIMUM NUMBER OF DWELLING UNITS BY TYPE INCLUDING THE NUMBER OF BEDROOMS FOR MULTI -FAMILY DWELLINGS: N/A GROSS RESIDENTIAL DENSITY: N/A SQUARE FOOTAGE OF RECREATIONAL AREAS: N/A PERCENTAGE AND ACREAGE OF OPEN SPACE: 51 %, 3.73 AC MAXIMUM SQUARE FOOTAGE FOR COMMERCIAL AND INDUSTRIAL USES: N/A MAXIMUM FLOOR AREA RATIO AND LOT COVERAGE FOR INDUSTRIAL USES: N/A MAXIMUM HEIGHT OF ALL STRUCTURES: 35'-0" SCHEDULE OF PARKING INCLUDING THE MAXIMUM AMOUNT REQUIRED AND THE AMOUNT PROVIDED: PROPOSED PARKING: 68 SPACES INCLUDING 4 ACCESSIBLE SPACES REQUIRED PARKING: ONE SPACE PER EMPLOYEE ASSIGNED TO WORK ON -SITE PLUS ONE SPACE PER FACILITY VEHICLE MAXIMUM AMOUNT OF IMPERVIOUS COVER ON THE SITE: 3.3 AC LANDSCAPE PLAN REQUIRED UNDER SECTION 32.7.9. CODE REFERENCES VIRGINIA UNIFORM STATEWIDE BUILDING CODE - 2015 DEPARTMENT OF ENVIRONMENTAL QUALITY VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK- 1992 NATIONAL ELECTRICAL CODE - 2011 ADA STANDARDS - 2010 CONTACTS OWNER: ALBEMARLE COUNTY SERVICE AUTHORITY ALEXANDER MORRISON, PE 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA22911 PH. (434) 977-4511 EXT. 116 FAX (434)979-0698 AMORRISON@SERVICEAUTHORITY.ORG CIVIL ENGINEER: DEWBERRY ENGINEERS INC. KEVIN PENNOCK, PE 4805 LAKE BROOK DRIVE, SUITE 200 GLEN ALLEN, VIRGINIA 23060 PH. (804) 205-3338 FAX (804) 290-7928 KPENNOCK@DEWBERRY.COM SUBMITTAL SET NUMBER ❑ PRELIMINARY ❑ CONSTRUCTION ■ APPROVAL ❑ REVISION ❑ BIDDING ❑ RECORD ALBEMARLE COUNTY SERVICE AUTHORITY AVON MAINTENANCE YARD VICINITY MAP SDP202100063 PRE -APPLICATION PLAN SDP202100095 INITIAL SITE PLAN SDP2022XXXXX FINAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA ACSA PROJECT NO.: 2019-11 SCALE: 1" = 250' APPROVALS PLANNER ENGINEER ARB E911 BUILDING INSPECTIONS DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORATION RIVANNA WATER AND SEWER AUTHORITY VIRGINIA DEPARTMENT OF HEALTH DATE Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.com O 2 0 D Q W UW U z C a z �Z W Q o O "�_ > (� Z LU (L �: � o W r z ::) W U) 0 W Z J Q o o D Q Z oN U m O� LL0 CL rn J a UZ W O J > Q Q MW W J Q SEAL �O��gALTb O6 a!a L D15 t o4 �ONr l yPENNOC .. 13 No.037G13 96 10/05/22 7A %f olVA L SNG�i� SCALE 0' 125' 250' 500' SCALE: V = 250' REVISIONS 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description DRAWN BY NTF APPROVED BY KAP CHECKED BY ACO DATE OCTOBER 5, 2022 TITLE COVER SHEET PROJECT NO. 50119298 G0m01 SHEET NO. C A 0 1 2 1 3 GENERAL NOTES GENERAL NOTES (CONTINUED) _ GENERAL EXISTING CONDITIONS (CONTINUED) S 1. THE "MISS UTILITY LAW" REQUIRES THE CONTRACTOR TO CALL (811 OR 1-800-552-7001) AT LEAST 3 WORKING DAYS IN ADVANCE OF THE 3. EXISTING UNDERGROUND UTILITIES BASED ON ACCUMARK SUBMITTAL DATED JANUARY 8, 2020. ACCUMARK, INC. PERFORMED AN 1. PLANNED WORK TO ALLOW TIME FOR MARKING, THAT THE MARKS BE RESPECTED AND PROTECTED, AND THAT EXCAVATION BE UNDERGROUND UTILITY DESIGNATION EFFORT IN DECEMBER 2019 WITHIN THE PROJECT LIMITS SPECIFIED BY THE CLIENT. COMPLETED CAREFULLY. 4. EXISTING CONDITIONS BASED ON ALBEMARLE COUNTY GIS DOWNLOADED 1/16/2020. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY, INCLUDING ON- AND OFF -SITE MATERIALS STORAGE, AND JOB SAFETY. CONSTRUCTION WORK AND MATERIALS SHALL COMPLY WITH LOCAL REGULATIONS, COMMONWEALTH OF VIRGINIA REGULATIONS, AND 5. EXISTING CONDITIONS BASED ON MONTICELLO HIGH SCHOOL UTILITY RECORD DRAWINGS, REV. 4-17-00 BY TIMMONS 2. CODES, AND O.S.H.A. STANDARDS. 6. GEOTECHNICAL ENGINEERING STUDY PREPARED BY SCHNABEL ENGINEERING DATED FEBRUARY 7, 2020. 3. ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE FEDERAL AMERICANS WITH DISABILITIES ACT, STATE LAWS AND REGULATIONS, AND LOCAL REGULATIONS (WHICHEVER ARE MORE GRADING 3. STRINGENT). 1. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY EXISTING PAVEMENT ELEVATIONS AT INTERFACE WITH PROPOSED PAVEMENTS AND EXISTING GROUND ELEVATIONS ADJACENT TO DRAINAGE OUTLETS TO ASSURE PROPER TRANSITIONS BETWEEN 4. CONTRACTOR SHALL IMMEDIATELY REPORT ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS TO THE EXISTING AND PROPOSED FACILITIES. P OWNER AND ENGINEER. 1. 2. CONTRACTOR SHALL ADJUST AND/OR SAW CUT EXISTING PAVEMENT AS NECESSARY TO ENSURE A SMOOTH TRANSITION AND MAINTAIN 5. WITHIN THE LIMITS OF THE BUILDING FOOTPRINT, THE SITE CONTRACTOR SHALL PERFORM EARTHWORK OPERATIONS REQUIRED UP TO POSITIVE DRAINAGE. SUBGRADE ELEVATIONS. 3. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS. 2. 6. WORK WITHIN THE LOCAL RIGHTS -OF -WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK WITHIN STATE RIGHTS -OF -WAY SHALL CONFORM TO THE LATEST VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE STANDARDS AND SPECIFICATIONS. 4. ANY PROPERTY MONUMENTATION DISTURBED DURING CONSTRUCTION SHALL BE SET OR RESET BY A PROFESSIONAL LICENSED SURVEYOR, PAID BY THE CONTRACTOR, AT NO EXPENSE TO THE OWNER. 7. UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONS AND APPLY FOR AND OBTAIN 3. NECESSARY PERMITS, PAY FEES, AND POST BONDS ASSOCIATED WITH THE WORK INDICATED ON THE DRAWINGS, IN THE LAYOUT AND MATERIALS SPECIFICATIONS, AND IN THE CONTRACT DOCUMENTS. DO NOT BEGIN WORK WITHOUT APPROPRIATE PERMITS. 1. SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC REPRESENTATIONS AND ARE NOT NECESSARILY SCALED TO THEIR ACTUAL DIMENSIONS OR LOCATIONS ON THE DRAWINGS. THE CONTRACTOR SHALL REFER TO THE DETAIL SHEET DIMENSIONS, 4. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, MANUFACTURER'S LITERATURE, SHOP DRAWINGS AND FIELD MEASUREMENTS OF SUPPLIED PRODUCTS FOR LAYOUT OF THE PROJECT ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC., AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH FEATURES. GOVERNING AUTHORITIES' REQUIREMENTS AND PROJECT SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 2. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS AND DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS 9. TRAFFIC SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST AND SPECIFICATIONS THAT ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS. 1. EDITION. UTILITIES 10. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK THAT ARE DISTURBED BY THE CONTRACTOR'S OPERATION SHALL BE RESTORED BY 1. THE LOCATIONS, SIZE AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN APPROXIMATE REPRESENTATION ONLY. THE OWNER OR ITS THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. REPRESENTATIVE(S) HAVE NOT INDEPENDENTLY VERIFIED THIS INFORMATION AS SHOWN ON THE PLANS. THE UTILITY INFORMATION S SHOWN DOES NOT GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER DATA CONCERNING THE UTILITIES, NOR DOES IT 1. 11. IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE ENCOUNTERED DURING EXCAVATION GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE PLANS. PRIOR TO AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY (SMELL), OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN ORDERING MATERIALS AND BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, THE VICINITY OF THE SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL AND SHALL NOTIFY THE OWNER AND SIZES AND ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES AND SHALL CONFIRM THAT THERE ARE NO ENGINEER IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. INTERFERENCES WITH EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES, INCLUDING ROUTES WITHIN PUBLIC RIGHTS OF WAY. 12. CONTRACTOR SHALL PREVENT DUST, SEDIMENT, AND DEBRIS FROM EXITING THE SITE AND SHALL BE RESPONSIBLE FOR CLEANUP, 2. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, OR EXISTING CONDITIONS DIFFER FROM THOSE 2. REPAIRS AND CORRECTIVE ACTION IF SUCH OCCURS AT THE CONTRACTOR'S EXPENSE WITH NO ADDITIONAL COST TO THE OWNER. SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS INTENDED THE LOCATION ELEVATION AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED IN WRITING TO THE OWNER'S 13. DAMAGE RESULTING FROM CONSTRUCTION LOADS AND EQUIPMENT SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST REPRESENTATIVE(S) FOR THE RESOLUTION OF THE CONFLICT. CONTRACTOR'S FAILURE TO NOTIFY PRIOR TO PERFORMING ADDITIONAL TO OWNER. WORK RELEASES OWNER FROM OBLIGATIONS FOR ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE 3. CONFLICT. 14. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO ON -SITE AND OFF -SITE AREAS, AND SHALL BE RESPONSIBLE FOR REPAIRING RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER. 3. RIM ELEVATIONS FOR SEWER MANHOLES, WATER VALVE COVERS, GAS GATES, ELECTRIC AND TELEPHONE PULL BOXES, AND MANHOLES, 4. AND OTHER SUCH ITEMS, ARE APPROXIMATE AND SHALL BE SET/RESET AS FOLLOWS: 15. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM A. PAVEMENTS AND CONCRETE SURFACES: FLUSH (VSMP) AND CONSTRUCTION GENERAL PERMIT (CGP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT OF ENVIRONMENTAL B. ALL SURFACES ALONG ACCESSIBLE ROUTES: FLUSH 5. QUALITY (DEQ) UNDER THE JURISDICTION OF THE EPA. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL TRANSFER C. LANDSCAPE, LOAM AND SEED, AND OTHER EARTH SURFACE AREAS: ONE INCH ABOVE SURROUNDING AREA AND TAPER EARTH TO THE CGP NOTICE OF INTENT FROM THE OWNER TO THE CONTRACTOR WITH DEQ. A COPY OF TRANSFER FORM SHALL BE PROVIDED TO THE RIM ELEVATION. THE ENGINEER PRIOR TO ANY LAND DISTURBANCE. THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE MAINTAINED 6. ONSITE BY THE CONTRACTOR. 4. THE LOCATION SIZE, DEPTH AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE UTILITY SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY, AND APPROVED BY, THE RESPECTIVE UTILITY COMPANY (GAS, TELEPHONE, 7. 16. THE CONTRACTOR SHALL ADHERE TO ALL TERMS, CONDITIONS, AND REQUIREMENTS AS OUTLINED IN THE VSMP GENERAL PERMIT FOR ELECTRIC, FIRE ALARM, ETC.). FINAL DESIGN LOADS AND LOCATIONS TO BE COORDINATED WITH OWNER AND ARCHITECT. STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 8. 5. CONTRACTOR SHALL COORDINATE, AND MAKE ARRANGEMENTS FOR, AND SHALL BE RESPONSIBLE FOR PAYING FEES FOR POLE AND/OR 17. ALL CONTRACTOR LAYDOWN AREAS SHALL BE LOCATED WITHIN THE LIMITS OF DISTURBANCE LINE AND PROTECTED WITH SAFETY GUY WIRE RELOCATION/ALTERATION AND ADJUSTMENT OF ELECTRIC, TELEPHONE, CABLE, AND ANY OTHER PRIVATE UTILITIES, 9. AND/OR EROSION CONTROL MEASURES. WHETHER WORK IS PERFORMED BY CONTRACTOR OR BY THE UTILITY COMPANY. 18. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO 6. UTILITY PIPE MATERIALS SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED ON THE PLAN. REFER TO THE ACSA WATER AND SEWER REPAIR AND/OR REPLACE THE DAMAGED STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER, AT THE CONSTRUCTION SPECIFICATIONS. CONTRACTOR'S EXPENSE, WITH NO ADDITIONAL COST TO THE OWNER. A. WATERLINE SHALL BE DUCTILE IRON (STD.). ALL FITTINGS SHALL BE DUCTILE IRON (STD.). 1. B. GRAVITY SANITARY SEWER MAIN SHALL BE PVC (STD.). DEMOLITION C. STORM PIPE SHALL BE RCP (STD.). 1. CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING MANMADE SURFACE FEATURES WITHIN THE LIMIT OF WORK INCLUDING D. ELECTRICAL CONDUIT SHALL BE PVC (STD.). 2. PAVEMENTS, SLABS, CURBING, FENCES, UTILITY POLES, SIGNS, ETC. UNLESS INDICATED OTHERWISE ON THE DRAWINGS. REMOVE AND DISPOSE OF EXISTING UTILITIES, AND UNSUITABLE MATERIAL WITHIN THE PROPOSED BUILDING FOOTPRINT AND TEN FEET BEYOND AND 7. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR AND SHALL FURNISH EXCAVATION, INSTALLATION AND BACKFILL OF BENEATH PROPOSED EXTERIOR COLUMNS, PER THE CONTRACT DOCUMENTS. ELECTRICAL FURNISHED SITEWORK RELATED ITEMS SUCH AS PULL BOXES, CONDUITS, DUCT BANKS, LIGHT POLE BASES, AND CONCRETE 3. PADS. CONTRACTOR SHALL FURNISH CONCRETE ENCASEMENT OF DUCT BANKS IF REQUIRED BY THE UTILITY COMPANY AND AS 2. EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL UTILITY INDICATED ON THE DRAWINGS. COMPANY STANDARDS, SPECIFICATIONS AND DETAILS. THE CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH UTILITY REPRESENTATIVES. CONTRACTOR SHALL PROVIDE NOTICE TO THE UTILITY PROVIDERS 10 WORKING DAYS IN ADVANCE. 8. ALL FILL MATERIAL IS TO BE IN PLACE AND COMPACTED TO BOTTOM OF PIPE ELEVATION BEFORE INSTALLATION OF PROPOSED UTILITIES. 4. 3. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, 9. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITY'S INSPECTOR 72 HOURS IN ADVANCE OF START OF WORK AND RECEIVE ORDINANCES AND STATUTES. INSPECTOR APPROVAL BEFORE CONNECTING TO ANY EXISTING UTILITY LINE. 5. 4. THE DEMOLITION PLAN, IF INCLUDED, IS INTENDED TO AID THE CONTRACTOR DURING THE BIDDING AND CONSTRUCTION PROCESS AND IS 10. UNDERGROUND UTILITIES SHALL BE INSTALLED, INSPECTED AND APPROVED BY GOVERNING AUTHORITY OR OWNER'S REPRESENTATIVE 6. NOT INTENDED TO DEPICT EACH AND EVERY ELEMENT OF DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THE PRIOR TO BACKFILLING. DETAILED SCOPE OF DEMOLITION BEFORE SUBMITTING ITS BID/PROPOSAL TO PERFORM THE WORK AND SHALL MAKE NO CLAIMS AND 7. SEEK NO ADDITIONAL COMPENSATION FOR CHANGED CONDITIONS OR UNFORESEEN SITE CONDITIONS RELATED TO ANY CONDITIONS 11. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 PSI. DISCOVERED DURING EXECUTION OF THE WORK. 12. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH STATE AND LOCAL REGULATIONS AND SPECIFICATIONS WITH REGARDS TO 8. 5. UNLESS OTHERWISE SPECIFICALLY PROVIDED IN THE CONTRACT DOCUMENTS, THE ENGINEER HAS NOT PREPARED DESIGNS FOR AND MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. SHALL HAVE NO RESPONSIBILITY FOR THE PRESENCE, DISCOVERY, AND REMOVAL, ABATEMENT OR DISPOSAL OF HAZARDOUS 9. MATERIALS. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY CLAIMS OF LOSS, DAMAGE, EXPENSE, DELAYS, INJURY, OR DEATH 13. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR GOVERNING ARISING FROM THE PRESENCES OF HAZARDOUS MATERIAL AND CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER AUTHORITIES. THIS AND THE FINAL CONNECTIONS OF THE SERVICE SHALL BE COMPLETED 30 DAYS PRIOR TO OWNER POSSESSION. FROM ANY CLAIMS MADE IN CONNECTION HEREWITH. 1 14. CONTRACTOR SHALL COORDINATE WITH ALL PRIVATE UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS OF 6. CONCRETE DEMOLITION SHOWN AT A MINIMUM. MUST EXTEND TO THE NEAREST CONTROL/EXPANSION JOINT. CONTRACTOR PRIVATE UTILITIES. 1 RESPONSIBLE FOR DOCUMENTING ALL EXISTING DECORATIVE CONCRETE SCORING PATTERNS. CONTRACTOR SHALL SUBMIT ALL DOCUMENTATION TO OWNER/ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. CONTRACTOR SHALL RESTORE ALL CONCRETE TO 15. PROVIDE DETECTABLE WARNING TAPE (4" MIN. WIDTH) OVER ALL NON-FERROUS PIPE. FOR DIRECTIONAL DRILL APPLICATIONS, MATCH EXISTING SCORE JOINT PATTERN. CONTRACTOR SHALL INSTALL #4 AWG TRACER WIRE. TRACER WIRE SHALL TERMINATE AT ACCESSIBLE STRUCTURES AT DIRECTIONAL 1 DRILL START/TERMINATION POINTS. 7. SAW CUT DUST CONTROL: A. DO NOT ALLOW WET SAWING, GRINDING, AND DRILLING/CORING GENERATED WASTEWATER TO ENTER STORM DRAINS OR DRAINAGE WATERCOURSES WITH FIRST BEING FILTERED. IN ADDITION, THE SEDIMENT SHALL NOT BE ALLOWED TO REMAIN ON THE PAVEMENT 1. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY EXISTING GROUND ELEVATIONS ADJACENT TO DRAINAGE OUTLETS AFTER THE OPERATION HAS CEASED. TO ASSURE PROPER TRANSITIONS BETWEEN EXISTING AND PROPOSED FACILITIES. 1 B. BLOCK DRAINS - LOCATE ALL NEARBY STORM DRAIN INLETS, CULVERTS, AND CATCH BASINS THROUGH WHICH SLURRY DISCHARGES MAY ENTER A WATERWAY. PREVENT UNFILTERED CONCRETE SLURRY FROM ENTERING STORM DRAINS OR 2. PRECAST STRUCTURES MAY BE USED AT CONTRACTOR'S OPTION. RECEIVING WATERS BY PLACING SILT FENCE, STRAW BALES, STRAW WATTLES (FIBER ROLLS), SANDBAGS, OR GRAVEL DAMS AROUND STORM STRUCTURES. 3. STORM PIPE SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: CLASS III RCP. 1 C. MINIMIZE SLURRY MOVEMENT - SLURRY AND SEDIMENT FROM SAW CUTTING OPERATIONS SHOULD BE CONFINED TO THE IMMEDIATE WORK AREA BY USING SAND BAGS, TEMPORARY BERMS OR OTHER DIVERSION STRUCTURES. ALL CONTROLS SHOULD 4. PRIOR TO JOB COMPLETION, STORM PIPES SHALL BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS BUILD-UP. BE PUT IN PLACE BEFORE THE START OF CUTTING OPERATIONS. MAKE SURE THE CONTROLS CAN HANDLE THE AMOUNT OF WATER THAT WILL BE USED. MINIMIZE THE TRACKING OF SLURRY OFF SITE BY CARS AND PEDESTRIANS. 5. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED OR KOR-N-SEAL CONNECTIONS TO ASSURE CONNECTION AT STRUCTURE 1 D. REMOVE SLURRY - REMOVE AND TREAT ALL SLURRY AND RUNOFF FROM THE SAW CUTTING OPERATION AS SOON AS POSSIBLE. IS WATERTIGHT. DON'T LEAVE SLURRY TO BE WASHED AWAY BY RAIN UNTREATED OR TO SET. SWEEP UP OR SHOVEL AND DISPOSE OF RESIDUAL 1 SEDIMENT RAPPED BEHIND CONTROL MEASURES. 6. ALL RCP STORM PIPE SHALL HAVE O-RING GASKETS FOR WATER TIGHTNESS. SCHEDULE 40 PVC SHALL HAVE SOLVENT WELD JOINTS. E. RATHER THAN DOING ON -SITE FILTRATION OF SAW CUTTING SLURRIES, THE MATERIAL CAN BE CONTAINED, VACUUMED AND HDPE SHALL HAVE DUAL WALL SMOOTH INTERIOR WITH GASKETED JOINTS. DISPOSED. IF A SHOP VACUUM IS USED, CLEAN THE FILTER AND CHAMBER OUT TO PREVENT THE CONCRETE DUST FROM HARDENING INSIDE THE UNIT. 7. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL HAVE TRAFFIC RATED (H-20) FRAME AND COVERS, AND COVERS SHALL BE 1 F. WATER USED FOR CLEANING OF TOOLS AND OTHER EQUIPMENT MUST BE CAPTURED AND PROPERLY DISPOSED OF IN THE LABELED "STORM SEWER". SANITARY SEWER OR IN A CONCRETE WASHOUT BIN. G. WATER CONTAINING THESE RESIDUES IS CONSIDERED AN ILLICIT DISCHARGE IF IT IS ALLOWED TO ENTER THE STORM SEWER 8. SET DRAINAGE BASIN, INLET RIMS, AND INVERTS OF SEWERS, DRAINS AND DITCHES IN ACCORDANCE WITH ELEVATIONS ON THE SYSTEM PUNISHABLE BY CIVIL AND CRIMINAL PENALTIES. GRADING AND DRAINAGE PLANS AND PROFILES. CONTRACTOR IS RESPONSIBLE FOR POSITIVE DRAINAGE. EXISTING CONDITIONS 9. ALL STORM STRUCTURE INTERIOR DIAMETERS SHALL BE DETERMINED BY THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS 1. SURVEY NOTES SHOWN ON THESE PLANS AND VDOT STANDARDS. THE MINIMUM DIAMETER SHALL BE 4 FEET. A. THIS TOPOGRAPHIC SURVEY WAS PREPARED BY DEWBERRY ENGINEERS INC. IN DECEMBER, 2019. B. THE HORIZONTAL DATUM IS VIRGINIA COORDINATE SYSTEM - (VCS) NAD83(2011), SOUTH ZONE. 10. ALL FILL MATERIAL IS TO BE IN PLACE AND COMPACTED TO BOTTOM OF PIPE ELEVATION BEFORE INSTALLATION OF PROPOSED STORM C. THE VERTICAL DATUM IS NAVD88 (GEOIDI2B). SEWER. D. NO TITLE REPORT FURNISHED. THIS SURVEY DOES NOT PURPORT TO REFLECT ALL EASEMENTS, ENCUMBRANCES OR OTHER CONDITIONS THAT MAY AFFECT THE TITLE TO THE SUBJECT PARCEL. 11. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM MORTAR INVERT FROM INVERT IN TO INVERT OUT PER VDOT IS-1 DETAIL. E. BY GRAPHICAL PLOTTING, THE SUBJECT PROPERTY IS SHOWN ON FEMA COMMUNITY PANEL 51003CO426D EFFECTIVE 02/04/2005. THE SUBJECT AREA IS SHOWN IN ZONE X. F. WETLANDS WERE NOT DELINEATED OR MAPPED AS PART OF THIS SURVEY. G. ONLY VISIBLE SURFACE INDICATIONS OF UNDERGROUND AND SUBSURFACE UTILITIES WERE LOCATED AS SHOWN HEREON. 4 1 5 GENERAL NOTES (CONTINUED) TORMWATER MANAGEMENT BASIN CONTRACTOR SHALL PERFORM AN AS -BUILT TOPOGRAPHIC SURVEY OF THE STORMWATER MANAGEMENT BASIN AND COMPLETE "CONSTRUCTION INSPECTION AND AS -BUILT SURVEY CHECKLIST" IN APPENDIX 3B OF THE VIRGINIA STORMWATER MANAGEMENT HANDBOOK. CONTRACTOR SHALL PROVIDE CERTIFICATION THAT THE BASIN WAS CONSTRUCTED IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING WITH OWNER'S TESTING FIRM ALL TESTING AND INSPECTIONS OF SWM BASIN EARTHWORK. CONTRACTOR IS RESPONSIBLE FOR MAKING SURE ALL TESTING REQUIREMENTS ARE PERFORMED AND COMPLETED SO THAT TESTING FIRM MAY PROVIDE REQUIRED DOCUMENTATION. CONTRACTOR SHALL PROVIDE COMPLETED AS -BUILT SURVEY, CHECKLIST, CERTIFICATIONS AND GEOTECHNICAL TESTING RESULTS TO SWIMENGINEER FOR VERIFICATION OF SWBASIN CONSTRUCTION. LANT PROTECTION TREES AND VEGETATION ADJACENT TO THE ACTUAL WORK AREA OR BORROW AREA ARE TO BE PROTECTED WITH TEMPORARY FENCING (CHAIN LINK FENCE FOR TREES; CONSTRUCTION SAFETY FENCE FOR VEGETATION) TO PRESERVE EXISTING ITEMS INDICATED TO REMAIN AND TO PREVENT DAMAGE TO PROPERTY. UNDERGROUND UTILITIES SHALL BE LOCATED SO THAT CONSTRUCTION WILL NOT DAMAGE OR DESTROY THE PLANTS TO REMAIN. UTILITY TRENCHING SHALL NOT BE LOCATED CLOSER THAN V-0" FOR EACH 1" IN DIAMETER UP TO A MAXIMUM OF 20'-0" FOR TREES TO REMAIN. DAMAGED TREES AND PLANTS SHALL BE RESTORED TO THE SATISFACTION OF THE OWNER. THE PARKING OF VEHICLES AND STORAGE OF ANY CONSTRUCTION EQUIPMENT OR MATERIALS SHALL NOT OCCUR UNDER THE DRIP LINE OF TREES TO BE PROTECTED. REPLACE TREES AND PLANTS DAMAGED BY CONSTRUCTION OPERATION WITH ONES OF SIMILAR SIZE AND APPROVED BY THE OWNER. TREES LOST OR DAMAGED SHALL BE REPLACED ON AN INCH FOR INCH BASIS. FOR EXAMPLE, AN 8-INCH TREE CAN BE REPLACED BY TWO (2) 4-INCH TREES. ALL REPLACEMENT TREES SHALL BE 1.5" CALIBER OR LARGER. COORDINATE WITH OWNER FOR EXACT TYPE AND LOCATION OF REPLACEMENT TREES. EARTHWORK AND COMPACTION 90% COMPACTION SHALL BE OBTAINED FOR ALL LANDSCAPED AREAS. 95% COMPACTION SHALL BE OBTAINED FOR ALL OTHER FILL AREAS, INCLUDING UNDER SIDEWALKS, ROADS, PARKING LOTS, UTILITIES, AND APPURTENANCES. COMPACTION SHALL BE ACHIEVED IN ACCORDANCE WITH ASTM-D698, STANDARD PROCTOR DENSITY. IGNING AND PAVEMENT MARKINGS SIGNS AND PAVEMENT MARKINGS ARE TO BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE FOLLOWING AND ANY REVISIONS THERETO: A. THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MOST CURRENT EDITION ADOPTED BY VDOT) B. THE VDOT ROAD & BRIDGE STANDARDS C. VDOT ROAD & BRIDGE SPECIFICATIONS PERMANENT PAVEMENT LINE MARKINGS AND PAVEMENT MARKING MESSAGES SHALL BE VDOT TYPE B, CLASS I, UNLESS OTHERWISE NOTED. NOTE THAT ALL PERMANENT 4" PAVEMENT LINE MARKINGS SHALL BE VDOT TYPE A PAINT. MINIMUM PAINT THICKNESS SHALL BE 15 MILS (DRY). ANY EXISTING PAVEMENT MARKINGS WHICH WILL CONFLICT WITH THE PROPOSED PAVEMENT MARKINGS SHALL BE COMPLETELY ERADICATED. LIMITS OF PROPOSED PAVEMENT MARKINGS SHOWN ARE APPROXIMATE AND SHALL BE MODIFIED IN THE FIELD UNTIL EXISTING PAVEMENT MARKINGS CAN BE MATCHED. PROPOSED SIGN LOCATIONS ARE APPROXIMATE AND SHALL BE MODIFIED IN THE FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER OBSTRUCTIONS AND TO COMPLY WITH THE REFERENCES IN NOTE 1 ABOVE. NEW SIGN FACINGS SHALL BE OF HIGH INTENSITY REFLECTIVE SHEETING (ENCAPSULATED LENS TYPE) EXISTING AND PROPOSED SIGNS SHALL BE MOUNTED ON STEEL POSTS PER VDOT STANDARD STP-1 CONTRACTOR SHALL PROVIDE ALL CONSTRUCTION SIGNS. CONTRACTOR SHALL PROVIDE ALL PERMANENT SIGNAGE TO BE INSTALLED. ACSA GENERAL WATER & SEWER CONDITIONS WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF WORK. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ACSA. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATERLINES, ETC. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 0. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 1. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 2. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 3. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 4. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 5. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 6. PRIOR TO BACKFILL PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE, ALL BACKFLOW PREVENTION DEVICE INSTALLATIONS SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS DETAILED IN SECTION 8 OF THE MOST RECENT REVISION OF THE ACSA RULES AND REGULATIONS. 7. A DEED OF EASEMENT AND EASEMENT PLAT FOR THE UTILITY EASEMENTS, APPROVED BY THE ACSA, SHALL BE RECORDED PRIOR TO ANY WATER AND/OR SEWER SERVICE BEING ESTABLISHED. i Dewberry Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804)290-7957 Fax: (804) 290-7928 www.dewberry.com rr O 2 Q rr Q w Uw U z Q Q z OC W z Q o p " tr ccnn M > > U) z W a z W w j ::) O I- z_ z C, rn oW J �aC z o N m O G LL � Q Uz Wp CQ G MW W J Q SEAL �"LT4 -0 aC� �A t7 D L 4NAN l �lillONYPENNOC ~ a No. 037023 3 O� 10/05/2212 1iiiiip =,II, ')"VA L VS 12 SCALE REVISIONS 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description NTF DRAWN BY KAP APPROVED BY ACO CHECKED BY OCTOBER 5, 2022 DATE TITLE GENERAL NOTES PROJECT NO. 50119298 C0001 SHEET NO. 1 1 ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 2 1 3 1 4 5 ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR ESC PLAN SURVEY TABLES C 0 C 9 FT, 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832)48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. 11 �T�1il�tir�ltlT11kqIT1L071111wiTal\LAWei 10iirral240NrAtimMO-1nalrMATITjA0nj will \ 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. ADDITIONAL GENERAL NOTES 1. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. 2. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 3. ALL WATER, SEWER AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S). THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT (ACBID) DOES A VISUAL INSPECTION AND WITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRINKLER LEAD-IN CONNECTION. THE DEVELOPER / CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACBID. THIS INCLUDES BUILDING SEWERS, WATER AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE METER(S) / BUILDING(S). THE SPECIAL INSPECTORS REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. 4. SMOKING SHALL BE PROHIBITED IN AREAS WHERE SMOKING MAKES CONDITIONS SUCH AS TO MAKE SMOKING A HAZARD AND THESE AREAS SHALL BE DESIGNATED WITH NO SMOKING SIGNS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. 5. AREAS WHERE SMOKING CAN OCCUR, SHALL HAVE APPROPRIATE RECEPTACLES FOR DISCARDED SMOKING MATERIALS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. 6. PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, VEHICULAR ACCESS FOR FIREFIGHTING SHALL BE PROVIDED AT ALL CONSTRUCTION AND DEMOLITION SITES, PROVIDE ACCESS TO WITHIN 100 FT. OF TEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTIONS, AND HAVE NO OVERHEAD WIRING OR OTHER OVERHEAD OBSTRUCTIONS LOWER THAN 13 FT. 6 INCHES; THIS ACCESS MAY BE VIA PERMANENT OR TEMPORARY ROAD, BUT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS IN ALL WEATHER CONDITIONS. 7. CONTRACTOR SHALL ENSURE THE STREET NUMBERS ARE ALWAYS PLAINLY VISIBLE FROM THE FRONTAGE STREET DURING CONSTRUCTION PER THE VIRGINIA STATEWIDE FIRE CODE 8. AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL BE IN PLACE AND AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS ARRIVE ON SITE. 9. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH DAY AND DISPOSED OF IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE 10. FIRE EXTINGUISHERS SHALL BE PROVIDED, WITH NOT LESS THAN ONE APPROVED FIRE EXTINGUISHER AT EACH STAIRWELL, ON ALL FLOOR LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED, IN EVERY STORAGE AND CONSTRUCTION SHED AND IN AREAS OF SPECIAL; HAZARDS, SUCH AS WHERE FLAMMABLE AND COMBUSTIBLE LIQUIDS ARE STORED OR USED, IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE 11. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL COMPLY WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE AND SHALL REQUIRE A PERMIT FROM THE ALBEMARLE COUNTY FIRE MARSHAL'S OFFICE 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:00 PM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, IN ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80 LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90 LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000 LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180 LBS/ACRES AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80 LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO 0 STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50 /o OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DIKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND LEGEND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) SANITARY SEWER TABLE: SANITARY MANHOLE SAN TOP=561.41 INV IN=554.79(LAT) INV OUT=554.69 (2) SANITARY MANHOLE SAN TOP=557.79 02 INV IN=552.42 (LAT) INV IN=552.62 (1) INV OUT=552.38 (3) SANITARY MANHOLE SAN TOP=547.26 Q3 INV IN=538.35 (2) INV OUT=538.13 (4) SANITARY MANHOLE SAN TOP=537.58 04 INV IN=532.86 (3) INV OUT=532.69 (5) SANITARY MANHOLE SAN TOP=527.82 05 INV IN=522.97 (4) INV OUT=522.87 (6) SANITARY MANHOLE SAN TOP=537.18 06 INV IN=522.08 (5) INV OUT=521.88 (7) SANITARY MANHOLE SAN TOP=524.27 Q� INV IN=517.55 (6) INV OUT=517.41 (SE) STORM SEWER TABLE: CURB INLET T TOP=561.14 () INV IN=553.93 (SW) INV OUT=553.62 (2) CURB INLET ST TOP=553.32 02 INV IN=546.68 (1) INV OUT=546.58 (3) CURB INLET T TOP=549.49 Q3 INV IN=544.37 (2) INV OUT=541.67 (4) STORM MANHOLE ST TOP=550.26 Q¢ INV IN=541.48 (3) INV OUT=541.03 (SE) CURB INLET ST TOP=526.36 05 INV IN=521.18 (W) INV OUT=519.82 (6) CURB INLET ST TOP=526.13 06 INV IN=518.83 (5) INV OUT=518.56 (7) CURB INLET ST TOP=518.06 07INV IN=513.83 (6) INV OUT=511.17 (8) CURB INLET $T TOP=510.10 Qg INV IN=506.53 (7) INV OUT=505.18 (NE) POINT NORTHING EASTING ELEVATION DESCRIPTION 1 3886700.734 11484412.855 511.42 ROD & CAP 2 3886430.351 11484302.961 525.95 ROD & CAP 3 3886427.530 11484115.644 546.22 ROD & CAP 4 3886598.762 11483586.916 575.42 ROD & CAP 5 3886874.664 11483410.511 604.50 NAIL SET 6 3887116.550 11483039.757 592.03 NAIL SET 7 3887574.080 11483388.261 587.49 NAIL SET 8 3887298.080 11483702.872 573.55 NAIL SET 9 3887506.869 11483633.565 576.15 NAIL SET RWSA GENERAL WATER &SEWER NOTES -OHE EXISTING OVERHEAD ELECTRIC LINE EXISTING POWER POLE 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL WATER AND SEWER DESIGN AND CONSTRUCTION STANDARDS - VERSION 1.0, ADOPTED IN DECEMBER 2015, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SS -EXISTING SANITARY LINE SPECIAL NOTES. ® EXISTING SANITARY MANHOLE 2. RWSA SHALL APPROVE ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION. A PRECONSTRUCTION CONFERENCE SHALL ® EXISTING CLEANOUT BE HELD WITH RWSA PRIOR TO THE START OF ANY WORK. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). SD EXISTING STORM LINE 4. RWSA ENGINEER (VICTORIA FORT AT (434) 977-2970 EXT. 205) SHALL BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE START OF ® EXISTING STORM INLET CONSTRUCTION. ® EXISTING STORM MANHOLE 5. ALL WORK IS SUBJECT TO INSPECTION BY RWSA STAFF. NO TIE-INS TO THE EXISTING SYSTEM SHALL BE MADE WITHOUT COORDINATION WITH AND THE PRESENCE OF RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR HOLIDAYS - OHT - EXISTING OVERHEAD TELEPHONE WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. T EXISTING COMM PEDESTAL 6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE-INS TO THE EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE -TESTED BEFORE A CONNECTION IS MADE TO THE SYSTEM. ACSA WATER EXISTING ACSA WATERLINE 7. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS IS FROM DATA AVAILABLE AT THE TIME OF DESIGN AND IS NOT WVO EXISTING WATER VALVE NECESSARILY COMPLETE OR ACCURATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION, SIZE EXISTING WATER METER AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE DILIGENCE TO EXISTING WATER MANHOLE PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES, WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY m-6- EXISTING FIRE HYDRANT EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. EXISTING UTILITY VAULT 8. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. NO GRADING SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN UGE EXISTING UNDERGROUND ELECTRIC LINE WRITING. UGG EXISTING UNDERGROUND GAS LINE 9. NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN PERMISSION AND RWSA APPROVAL OF THE oa EXISTING GAS VALVE BLASTING PLAN. GROUND MONITORING DURING BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED. FOR BLASTING WITHIN 100 FEET OF ANY OPERATIVE RWSA SEWERLINES, BYPASS PUMPING AND/OR PRE- AND POST -CCTV MAY BE REQUIRED. RWSA MAY ALSO REQUIRE EXISTING GAS MARKING POLE CERTIFICATION FROM A LICENSED PROFESSIONAL ENGINEER STATING THAT THE PROPOSED BLASTING WILL NOT DAMAGE ANY RWSA - EXISTING BUILDING OVERHANG FACILITIES. DAMAGE TO ANY UTILITIES DUE TO BLASTING SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO a EXISTING CHAIN -LINK FENCE ADDITIONAL COST TO THE OWNER. 10. THE CONTRACTOR SHALL OBSERVE MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS. WHEN A CROSSING IS MADE UNDER - - - -618- - - - EXISTING MINOR CONTOUR AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE EXISTING PIPE. THE AREA OF THE CROSSING -620- EXISTING MAJOR CONTOUR SHALL BE BACKFILLED WITH COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE. 11. NEW WATER MAIN INSTALLATIONS SHALL BE PRESSURE TESTED, CHLORINATED, FLUSHED AND HAVE WATER SAMPLES APPROVED PRIOR EXISTING PAVEMENT TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED METHODS OF FILLING AND FLUSHING NEW EXISTING PROPERTY DEED LINE WATER MAINS WILL BE REQUIRED TO PREVENT ANY CONTAMINATION OF THE PUBLIC WATER SYSTEM. EXISTING EASEMENT 12. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES INTO SERVICE. 13. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES BUILDING OVERHANGS, EXISTING DITCH RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES, ETC. EXISTING WALL 14. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT. ® EXISTING PROPERTY CORNER O -�07- EXISTING SIGN ARRRF\/IATI(1N. A EXISTING GUY ANCHOR C 10I IIVV JI IC LIVfI l AC.= ACRE IRF = IRON ROD FOUND TC = TIME OF CONCENTRATION EXISTING VEGETATION APPRX. = APPROXIMATE LF = LINEAR FEET TC = TOP OF CURB BC = BACK OF CURB LOD = LIMITS OF DISTURBANCE TW = TOP OF WALL EXISTING TREELINE BW = BOTTOM OF WALL LP = LIGHT POLE TYP = TYPICAL TRV#1A TRAVERSE CAB = SWITCH CABINET MH = MAN HOLE WM = WATER METER f / CG = CURB AND GUTTER N.T.S = NOT TO SCALE WWF = WELDED WIRE FENCE / EXISTING MANAGED STEEP SLOPES DI = DUCTILE IRON O/H = OVERHEAD EOI = END OF INFORMATION PP = POWER POLE SITE DEMOLITION EP = EDGE OF PAVEMENT R = RADIUS UTILITY DEMOLITION EX = EXISTING RCP = REINFORCED CONCRETE PIPE FF = FINISHED FLOOR RIGHT OF WAY FG =FINISH GRADE SD = SD STORM DRAIN DEMOLISH HARDSCAPE FH = FIRE HYDRANT STM = STORM STRUCTURE FP = FLAG POLE SWM = STORM WATER MANAGEMENT X DEMOLISH TREE AND REMOVE STUMP DA = DRAINAGE AREA S/W = SIDEWALK PROPOSED BUILDING PROPOSED ROADWAY - - PROPOSED PROPERTY SETBACK PROPOSED SECURITY FENCE - PROPOSED STORMWATER POND 77 PROPOSED RETAINING WALL PROPOSED HANDRAIL - PROPOSED LIMITS OF DISTURBANCE PROPOSED SIDEWALK PROPOSED TREELINE SS PROPOSED SANITARY LINE • PROPOSED SANITARY MANHOLE Im PROPOSED SANITARY CLEANOUT PROPOSED STORM LINE PROPOSED STORM MANHOLE PROPOSED STORM INLET W PROPOSED WATER LINE ® PROPOSED WATER METER PROPOSED FIRE LINE FS ►I PROPOSED GATE VALVE PROPOSED FIRE HYDRANT ASSEMBLY PROPOSED FIRE DEPARTMENT CONNECTION O PROPOSED POST INDICATOR VALVE �i PROPOSED 900 BEND F -1 PROPOSED 22.50 BEND H PROPOSED 11.250 BEND 1_4 PROPOSED TEE PROPOSED CROSS PROPOSED REDUCER PROPOSED WATER LINE EASEMENT - - PROPOSED SANITARY EASEMENT - PROPOSED WATER/SANITARY EASEMENT �. :: •: PROPOSED CONCRETE PROPOSED LIGHT DUTY ASPHALT PROPOSED HEAVY DUTY ASPHALT PROPOSED GRAVEL i Dewberry Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804)290-7957 Fax: (804) 290-7928 www.dewberry.com rr O Q rr Q Q LU Uw UQ z C Q z OTC W z Q C o p 2 r[ ccnn M > > `LU^ V) 7 z LLJ d I- � W Ln w j O I- zJ O 0 rn -M J �Q z o N °W m O CC G CL o Q Uz J 0 CQ G MW W J Q SEAL �"LT4 -0 O C� A t7 O L 1 I •p� 4NAN�J z ONYPFNNOC ~ a Nu.037023 3 O� 10/05/22 s �Siiiip ,II,rO"VaL VS '12 SCALE REVISIONS 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY I Description NTF DRAWN BY KAP APPROVED BY ACO CHECKED BY OCTOBER5,2022 DATE TITLE GENERAL NOTES PROJECT NO. 50119298 C0002 SHEET NO. 1 2 1 3 4 5 ILL CREEK C RIVE \ \ II 1 I I I I \ PARKING 1 / / � \\\\\\ \\\\ \ \ \ \ (LOT ZED till 77 / HSG I 1 \ \ )\ / III) \ \ \ _ \ \ \ \ I HSG B / / \ I 1 \ \ I ARKING E I l - \ ! 3zc I I \ / / / \ �\ \� \\\ �\ \ \ / // / /� / 1 1 d \ 1)$� \l l (I rI HSG C J \ I I I ) (1(L�\ \ $ IIII I \ \ I I LOT / l V#s \ \ J l \ /(IIIIIIII 11 of A \\\\\I IIIII` I \ 11j1I11 i -,--PARKING \ \ I (ll(IIIII\\ \\\ \ \ \ \- 11 j DMIN�TRAETIO R101 1a9 1\I I ) LOT - \ \ \ \ \ \ IIIHI\ \ \ \ 1 1 // / // \ \ \ \ / \ \ D.B. , �. - \ \ 1 /� I I I ► I I { l ( II l \ \ \ \ \ I1 \\\\ \I\ \\ \ I / / / \\ \\ \ \\ \ \ / �� _ I Il I (PA tl/ \III \ \ l \ 1 \ \\\\\ /I ( ((! 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APPROXIMATE LOCATIONS OF SOIL BORINGS ARE SHOWN. \\\/ //( SEE GEOTECHNICAL ENGINEERING REPORT PROVIDED BY \ _ — — — — / / SCHNABEL ENGINEERING DATED FEBRUARY 7, 2020 1 \\\ \ \\\ — _ __— SOIL PROPERTIES \\ / \ \\\\ \ \ — \� \(/ \� \\\\\l\\I\/>zz_ \\ \\\\\\�\ \ '\ _\\\\1\l\\ \ \ PARKIN\(, MOUNTAIN \/IEW / L \ ) ) 1 c \ \ I \ \L I ELEMENTA SCHOOL \ / / \ \ l l Iv-J� MAP UNIT NAME HYDROLOGIC UNIT CODE 13C Catoctin Silt Loam, 7 to 15 percent slopes, very stony B 32C Orenda Silt Loam, 7 to 15 percent slopes C 58C Myersville Silt Loam, 7 to 15 percent slopes B 63B Orange Silt Loam, 2 to 7 percent slopes C/D 72B3 Rabun Clay, 2 to 7 percent slopes, severely eroded B 72C3 Rabun Clay, 7 to 15 percent slopes, severely eroded B 77 Dan River-Codorus Complex, 0 to 2 percent slopes, occasionally flooded B 9 Dewberry Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberryxom O I— p Z Q W>- UW .2Z Q ° & Q z �U W z Q a- No o L� FE U) > > Cn z LU a 5 o z W o W 0 z 0 CD U) W or Q %J ` _ 0 N O W m O� U Q Uz J 0 Cc < Q W m SEAL 00"900 OCC Gg fi Ct' 1 �Pot, N, -a L,c. No. 0370y3 cc �� 10/05/22 4h a�TIIA VA L Y, C, 013�0,-,A" SCALE 0' 30' 60' 120' SCALE: 1" = 60' REVISIONS 2 10/05/22 ACO FINAL SITE PLAN 1 j 11/29/21 ACO INITIAL SITE PLAN No. I DATE BY Description DRAWN BY NTF APPROVED BY KAP CHECKED BY ACO DATE OCTOBER 5, 2022 TITLE SOILS MAP PROJECT NO. 50119298 COmO6 SHEET NO. C Al E G Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.com rr O 2 Q Z) rr Q W Uw z� C C Q z MC.)Q w z Q 0- o o L)0, �> U) > cn z w a o z `— w U) O J 1 zz a� 0 �Q zC �m O:�i LLo Q Uz W 0 Q Q 75 W m J Q SEAL 6�*£ALTtj Ok at) kANA� 7G' 10/05/2212 4h UTIFO.VA L ENS` ��7 G SCALE 0' 30' 60' SCALE: 1" = 60' REVISIONS 120' 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description NTF DRAWN BY KAP APPROVED BY ACO CHECKED BY OCTOBER 5, 2022 DATE TITLE OVERALL PLAN PROJECT NO. 50119298 C0007 SHEET NO. 1 1 2 1 3 1 4 1 5 E Al Fj ILL CREEK C RIVE PARKING LOT oo 1 ARKING LOT 1 \ 1 ( CIR� \ \ \ \)1 111 l \ PAR�AM f Ire /I\ T V#9 �\\\�U \ IIII ( �_ \ I ( III\\\\\ 1lO(l' I\I\\\ \ / \ \_ _-1=—�•�\`\ I ! 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SURVEYED INFORMATION SHOWN IN BLACK AND GIS INFORMATION FADED TO GRAY FOR CLARITY f Dewberry Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.com 0 0 Z) Er Q W>- _ UW z� Q Mz U Q ° z W Q a o p Lj0, � U) D- > Y Cl) z LU a 11 W � Ln W J o I— z O o U7 J D %J Q _ ` ° N O w no 0 CC G L.L o a Uz J 0 Cc Q Q W m — Q SEAL 0044�0004 h `ygALlb ®� OCC Gg fi CL' ! AN .Y�PENN -a LUa No. 0370Y3 OC el 10/05/22 4h,,3� 4v s� a�T,%%O'VAL E'1�VOP� SCALE 0' 30' 60' 120' SCALE: 1" = 60' REVISIONS 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description DRAWN BY NTF APPROVED BY KAP CHECKED BY ACO DATE OCTOBER 5, 2022 TITLE EXISTING CONDITIONS PROJECT NO. 50119298 C1001 SHEET NO. 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PG. 6�0 L ID: 91 0-00-00-001 BO 1 ONS1 RZSIDEN LO \ PREENT\USE.\VACANT% \ \ \ \ \ \ \ \ \ \ \ \ \ I \ \ \ \ \ \ I / / e ( \ \ \RE�IDE TIAL ND 1 \ r / I o3 I \� I I III \ \ 1 I I 1 \ I Iz\ \ 1 \ \ I 1 I I \ \ 41PLE 4" \ \ \ \ GP7 APPRp k 10' LIMOS kASEMENT \ \ D06'WOOD \\ \\ \\ \ \ \ — — — — I\ GP \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 \ 1 1 1 \ \ D\B. 4999, �G 2511 1 \ \ _ \ \\ \ \\ \ \\ FH \ FI I \ \ \ \ \6�CHAIN LINK FENCE TRV# \ \\ \ 1 I 1 1 \ l \ \ I \ 1— —� \ \ —_ \\ I I \ \ \ I 1 5 1 \ F \ #A T -� T _ TATV F10 F_ TV TV \1 II \ 1 I \ I 1 I \\soo sos—= —__ _= 610---\— / \ \ \ � \ I� rnooll\ _7717\ \ / IIRF 111/�l/ l�l/llll\l / GR)�/EL ACCESS\ROAD \ / I 1 \ \ T�— IRF \ T� Tv-, 7 V STONEWALL g10�810 7„ GUM�v E ' TV \ / oo E -�E—_ 055 \ ( \ _ LD '(MILD) \ G (OLD) 6' CHAIN LIfJ\K FENCE z E `DOMINION �RANE & RIGGING INC I I 1 ( I I I \ / ��%/ 1 1 I I I \D.B. 237, PG. 594\ ✓ /J SSS///999 \PARCE ID: O'100-00-00-001 DO \ / I I I I ( ( / I \� I IIII / I / \ \ o I I I I \ \ 1 \ \ \ > 2NIN� LI LIGHT INDUSTRY \ \ \ I / % I / 1 I I A I o ( 1 I I Il \ ( \ \ \ \ PR ENT USE: SERVICE REPAIR \ 50' RIG T OF WAY 1 / / 1 I \ ' 17111 / r \ \ \ \ \ \ \ \ \\ \\ \ 1 \\ NA \ 1 \ \ \ \ \ � GAkOGE \ ` PARKING c� \ \ \ \ \ \ \ \ \ ( I 1 I I ( 1 \ J I 1 \ \ \ \ I \ I \ \\ I \\\ I\\\\ \ \ LOT 745 AION STREET T \ \ \ D.B. 360, PG. 185 1 I I l l l 1 I I I 11 \ ` D.B. *8, PG. 104 / I I PARKI14G / I I I LOy II I /I / I I I I I 1 / I 1/ I I I / � /I / I I I / (/ / � I i Dewberry Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.com 0 I— 0 Z Q W>- UW z� Q C Q z MU W z Q 0- o p L)0, aC U) > Y Cn z w a o W I— W , Ln O J o J z J o D: Q z _ o N o W m 0 5 L LL IL 0 a Uz W 0 Q Q W m Q SEAL eo®QQ�.s � `ygALlb ®y� OCC G�, fi AN/y.YJ N OC a L1e No. 0370Y3 -OA 10/05/22 4h ,,s7 w ro SCALE 0' 15' 30' SCALE: 1" = 30' REVISIONS m 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description NTF DRAWN BY KAP APPROVED BY ACO CHECKED BY OCTOBER 5, 2022 DATE TITLE EXISTING CONDITIONS PROJECT NO. 50119298 C1.02 \ GENERAL NOTES 1. 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VDOT CG-13 COMMERCIAL ENTRANCE. COORDINATE WITH DESIGN OF AVON WIDENING JECT. CONTRACTOR TO VERIFY TIE IN LOCATION AND NOTIFY ENGINEER OF DISCREPANCIES. TRV#6 LIMITS OF ALBEMARLE COUNTY STREET IMPROVEMENTS: CONSTRUCTION ANTICIPATED Q 1 2022 REPLACE CONCRETE SIDEWALK l- VF I 1 1 N/F WHITEWASH, L.L.C. D.B. 3860, PG. 155 D.B. 1895, PG. 168 (PLAT) PARCEL ID: 09100-00-00-002D1 ZONING: PD-SC PLANNED DEVELOPMENT SHOPPING CENTERS PRESENT USE: CAR WASH, DRIVE THRU 1335 PARHAM CIRCLE N/F ALBEMARLE COUNTY SERVICE AUTHORITY D.B. 1089, PG. 670 PARCEL ID: 09100-00-00-001A ZONING: R1 RESIDENTIAL PRESENT USE: VACANT RESIDENTIAL LAND 3 v TRV#8 N/F CREEKMILL LLC D.B., PG. PARCEL ID: 09100-00-00-002D3 I ZONING: PD-SC PLANNED DEVELOPMENT SHOPPING CENTERS PRESENT USE: VACANT ICOMMERCIAL LAND 3EMARLE COUNTY 2VICE AUTHORITY .B. 1089, PG. 670 ID:09100-00-00-00100 9.54 AC VG: R1 RESIDENTIAL 1737 AVON STREET EXT 1739 AVON STREET EXT N/F ALBEMARLE COUNTY SERVICE AUTHORITY D.B. 1089, PG. 670 PARCEL ID: 09100-00-00-001EO ZONING: R1 RESIDENTIAL 1 PRESENT USE: VACANT RESIDENTIAL LAND N/F DONALD W. SHIFFLETT D.B. 1074, PG. 400 PARCEL ID: 09100-00-00-001 FO ZONING: R1 RESIDENTIAL PRESENT USE: SINGLE FAMILY 1729 AVON STREET EXT N/F l ALBEMARLE COUNTY SERVICE AUTHORITY D.B. 1089, PG. 670 PARCEL ID: 09100-00-00-OOIAO ZONING: R1 RESIDENTIAL PRESENT USE: VACANT RESIDENTIAL LAND — I LINEWORK TAKEN FROM ALBEMARLE ' COUNTY PROPOSED STATE HIGHWAY PLANS PREPARED BY TIMMONS GROUP, DATED 01/27/2021 N/F ALBEMARLE COUNTY SERVICE AUTHORITY D.B. 1089, PG. 670 ' PARCEL ID: 09100-00-00-001BO ZONING: R1 RESIDENTIAL PRESENT USE: VACANT I RESIDENTIAL LAND r SEGMENTAL RETAINING WALL MAX. HEIGHT = 30" STOP SIGN & 24" WIDE STOP BAR 30' WIDE ASPHALT (�p DITCH LINE A CES R # 40 +F IR / / \ FUTURE RWSA TANK \ � / (BY OTHERS) \ I I — WMH � � l -_ /-6"THtC-K CQN.CRETE PAD. LIMITS OF DISTURBANCE i PROVIDE 12" AROUND GAZ�O pATH i o u? SECURITY FENCE. I ^�O REFER TO DETAIL SHEET C5.01 SEGMENTAL RETAINING WALL MAX. HEIGHT = 10' (TYP.) HR-1 HAND RAIL SET 6" OFF BACK OF WALL. MAINTAIN 42" BETWEEN TOP OF WALL AND TOP OF RAILING. REFER TO DETAIL ON C5.01 16'x23' CONCRETE PAD FOR GENERATOR 8'x8' CONCRETE PAD FOR TRANSFORMER ACCESSIBLE PARKING SIGN (TYP. OF 2) WHEEL STOP (TYP. OF 2) EV CHARGERS (TYP. OF 6) DITCH LINE 2' WIDE STRIP #57 STONE I r / / \ & CHAIN LINK FENCE BLACK 8' FENCE (TIGHT MESH) WITH 3-STRAND BARBED WIRE OUTRIGGER RWSA WATER TANK I CELL TOWER SITE 1737 AVON STREET EXT. 1739 AVON STREET EXT BLACK ' DECORATIV SE U CE (AMER[ TAR AEGIS II) Dewberry Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.com O - 0 ' Q Q STORAGE BAYS W DUMPSTER U W ` ENCLOSURE Z r o z 1 I �'�. • , 91 Ala • �i Cc > 1 1 CURB & GUTTER1 1 1 1!jT' HEAT PUMPS 0 z I. • 1 1 1�1 Uj / • • • • • • • • •� r. • •�• ;��Q • • • • a • • • • • • •1� • �i - • • • • • • 1 • • - • • • • • •-►� - • • • • •`� r� • • • • • 1 1 VEHICLE / • • • • • • 11 • • • • •1% • • • !MAINTENANCEm • • • • • • • V• '� • • �� ._._.-BUILDING------..FSEAL • • ••A41 1 • • • • • • 1- • • • • ll ... • • • •1ST 1117023 1 • • • • • • �• • • • • [� ,® • • • • 1 • • • • • • • '• • • • O�E4' 10/05/22 pi CO DITCH LINE CY • G ,if� ri • • • • • • • • • • • • • • • • - • • - • - • • • tEXSTAIRS TERIOR - - -5'WIDE & RETAINING WALL 1 1 .1 CONCRETE • • - • • - • SIDEWALK • • 1 - • - • - DITCH REVISIONS • • • - •30'WIDE ASPHALT • • •ACCESS •• • S )TALL 1 • • • 6'CHAIN LINK FENCE 1-••-• .r • • • • • •� CONCRETE CHANNEL Fm GATE TO SLIDE 1 • • • • 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 AGO INITIAL SITE PLAN No. DATE BY Description �. /FOR CELL TOWER SITE ACCESS I • • • -o. i • • • • • • • • • i - �� • • • • • • • • i • • • • DRAWN •• • _ • • • _ i �;:_ /!1.� � ram, .. CHECKED BY ACO • • • • • • • • min-0*14 •- • _ '� _ • _ • _ • _ • • • • • • • • • - • �� SITE PLAN • 1• 11 11 11 11 •1 • • PROJECT• 50119298 PRESENT USE: SERVICE REPAIR PP #AN28 GARAGE PARKING 1745 AVON STREET EXT LOT UNITED RENTALS DU MUM Ur WHY D.B. 360, PG. 185 D.B. 348, PG. 104 GRAVEL I GENERAL NOTES 1. THE MAXIMUM HEIGHT FOR A SINGLE RETAINING WALL, MEASURED FROM GRADE TO GRADE, SHALL BE TEN FEET. 2. A MINIMUM HORIZONTAL DISTANCE OF THREE FEET SHALL BE MAINTAINED BETWEEN EACH INDIVIDUAL WALL IN A STEPPED WALL SYSTEM, AND SHALL BE LANDSCAPED WITH SCREENING SHRUBS PLANTED ON TEN FOOT CENTERS. C3m01 SHEET NO. C C /., 1 2 3 4 N/F COUNTY OF ALBEMARLE C/O FINANCE ` I ADMINISTRATION RM 149 D.B. , PG. PARCEL ID: 09100-00-00-002EO ZONING: R15 RESIDENTIAL PRESENT USE: FIRE STATION (STAFF) 1515 FOUNDERS PL WV ` ® D LIMITS OF DISTURBANCE BLACK 8' FENCE (TIGHT Z2 SECURITY FENCE. REFEgTOU)ETAIL SH-EET-05.01— MESH) WITH 3-STRAND _ WMH — _ SEGMENTAL RETAINING WALL PATH p{�TH BARBED WIRE OUTRIGGER MAX. HEIGHT = = (P(P:) QjRmij!!11 -6 THfICiE C9AlCRETE PAD. y -` 5' SETBACK IRF PROVIDE 12" AROUND GAZEBO HR-1 HAND RAIL SET 6" OFF BACK OF WALL. MAINTAIN 42" BETWEEN J ` / ORMWATER MANAGEMENT GRAVEL AACCESS ROAD � BASIN I STORAGE BAYS REFER TO DETAIL ON C5.01 / / S / \ � � ^�O ` FACILITY AND ACCESS I DUMPSTER EASEMENT ` ENCLOSURE / 1 ................ '.'.'..'.'.'.'........ i I S p' ...... G'L'OT.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.. .L6 p a / GABION WALL t' FENCE 0 t •.'.'.'.'.'.'.'.'..".'.'.ca'...' 0 30.0'.....' t3 5' •❑ ❑ �� O O �— o 0 0 24' WIDE ASPHALT O O O O 6 N 4 �p \ ACCESS ROAD Q O O UTTER 15.0' 12.0' 25e0' 12.0' 12.0' 15.0' 25.0' �8. I 15 G O O t! O O O O O O\ ICI CO O O O O O ° @ �RPREP 00000p00 - r 3 O O O O O q 0 O O O 0 0 O O O O O O O O a O '0 O ® o O O o 4 SWIM 1- O O O O 0 O O ��{� } 0 O D 0 O 0 0 O STORMWATER 0 0 0 O WO O O O O ��E Qg 0 O O O O O I Q O O O O O 0 �) O 0 0 O O 0 O o MANAGEMENT Q 0 0 0 00 % CD I O O O O O Q� 03 00 OQO OQO O ® OQ easlN / ((� 0000000000 00 00000 O O 00000 O o \ O O YI I I J O O O O O O O 0 o O O O o O O O "Y O O O O O O O O O O O ,t,,;<<•: O o O O m O O O O O O O IL) O� O O o O O/ �`p0 0 ~ •QOQOQOQOQO OQ OQOQO O O OQOQO C •:„: / I O O O O O O O O O a O 0 O O / O o0 o NAF O O O O O 0 �,�, ba 0 o O O O 0 O O O vCE 000000000 00 0 _"YO O o 00000 / 000000000�00 O 0 IQ O O o Oo00o Cm o I / o 0 000000o6Qo0 O O O O O O O Q3 �9 �D O O o O 0 / L6 O� J O O O O O O O O O O O O O O O x Q 0 0 0 / = 40' O O O O O O O O O O O BLOCK HEl�TERS / Q DITCH LI / / SWM 2 -WEIR WALL � 0 0 0 O 0 0 0 0 O 10 O O O O 0� L�_ 20'x40' CONCRETE QQ O O O O O O O O O O O� O O O O (TYP.) ® o O O O 5.00 E� O 0 0 O O 0 O 11 o O SEGMENTAL PAD FOR VEHICLE O O O 0 // / STORMWATER 0 O O O 0 O O O O o O O O O BOLLARDS WASH AREA O O O O O O O � O O MANAGEM CILI 5.0o O O O O O O O O O O O 0 o O O RETAINING WALL O O O O O O O O o / (TYP. OF 2) MAX. HEIGHT = 10' O O O O O O O O O / AN ESS EAS NT 0000000000 00 O 000000 O O O O O O O O O o 0 O O O O O 0 o O 0 o O O O O VDOT CG-6 O O O O O O O O o. // PSPNPV O 0 O O O O O O o O CURB& 30'x34'CONCRETE 0000 OQOQO OQOQOQO Q Oo .-' O O O O 0 O O O O O O PAD, FUEL TANKS, O O O O O O O O O O O O O GUTTER O O O O O O O O O O O O O O O O O FUELING STATION, O `:.'.: :..:.>. O O O O • O O O O O O O 6� O O O O O O OQo O I/ s eD O O O O O O O 01110 g 0 O 0 O O CANOPY Q O O O O O C# O 8 O O O O O O O QOQO 0 O O O O O o O O O O O O d t. '' O O O / 00� O O O O O O O O O O O O O 0Q0Q0 0 000000 0 o . , O O `` QOQ�QOQO / �►/ O C� O O O O O O O O O Sd� V / REPLAC 2 CURB &GUTTER O O O O O O O O O O A O 0 // & ALT PAVEMENT DITCH LINE O O O O O O O O O 0 moo O O O O O O O O O O O / O O O O O O 0 0 o O 0 o O O 0 0 00Q0 00 Q° 00000000000 Q QOQO 00 0000 O O O 0 10'x20' CANOPY 0 o O 0 0 EXTERIOR STAIRS D O O o 0 FOR PI E STORAG O O O o O �// o 0 0 0 P o o & RETAINING WALL n 0 0 0 SO. O 0 O O 0 O I Offco) toosd 000O0 OZ QQQQ 00O m 0�0 � Q 0000 0 O / S OQ co 000 00000000 00O O0 m O O O O O O O So m Q00o 00000 �00000 n o O 0 o O O o o O 0 0 0 O / // R-1 HAND RAIL SET 6" OFF BACK 30' 0 WIDE ASPHALT � 0 0 o A 0 O ACCESS ROAD p 0 o Q O Q o Q // oOF WALL. MAINTAIN 42" BETWEEN 0 O O o // / TOP OF WALL AND TOP OF RAILING N/F I o o 0 0 0 o O 0 SQ REFER TO DETAIL ON C5.01 ALBEMARLE HEALTH O Q 0 0 Q Q Q Q � ® CARE CENTER, LLC O O O o // � D.B. 4132, PG. 347 O O o 0 0 0 Q o 0 O // PARCEL ID: 09100-00-00-01200 Q Q o0 Q 0� C10 V Q Q Q /// ZONING: PD-MC PLANNED v DEVELOPMENT MIXED COMMERCIAL O OOQOOOQQOOQQO�' / // / PRESENT USE CODE: QQ / CONVALESCENT HOSPITAL O 0� Q 0 0 0 0 0 // ��pPL� 1540 FOUNDERS PL 00000000� Cc) 00000� / // / COORDIRi�ATKf�TPOLE 0 0 Q O Q O o CS Q Q Q Q // / LOCATIPPIBEHIND DITCH (TYP.) 0000 0000 0 6-'O O ij / IRIF IRF COORDINATE/L HT POLE LOCATION BEHIND 0 CH (TYP.) /A\ STON GRASS AREA I / 5 LANDSCAPE ALONG STREET FRONTAGE PER ORDINANCE SECTION 32.7.9.5 CONCRETE SIDEWALK BLACK 8' DECORATIVE SECURITY FENCE (AMERISTAR AEGIS II) D 34' WIDE CANTILEVER Z GATE; REFER TO A DETAIL ON C5.02 N VDOT CG-13 COMMERCIAL N/F ENTRANCE. TIE IN TO COUNTY OF ALBEMARLE C/O FINANCE �O EXISTING EDGE OF GUTTER ADMINISTRATION RM 149 t� D.B. , PG. PARCEL ID: 09100-00-00-002EO ZONING: R15 RESIDENTIAL PRESENT USE: FIRE STATION (STAFF) STOP SIGN & 24" R� WIDE STOP BAR 1515 FOUNDERS PL 111 ME GENERAL NOTES TIE INTO EXISTING 5' WIDE o SIDEWALK & ADD VDOT CG-12 DETECTABLE WARNING SURFACE (TYP.) CARD READER FOR AUTOMATIC GATES INSTALL 2' WIDE CHANNEL NWIR SLIDE SIGN BLACK 8' DECORATIVE SECURITY FENCE (AMERISTAVEGIS II) I BLACK 8' FENCE (TIGHT MESH) WITH 3-STRAND BARBED WIRE OUTRIGGER HATCH LEGEND HEAVY DUTY o 0 0 ASPHALT ASPHALT CONCRETE GRAVEL 1. THE MAXIMUM HEIGHT FOR A SINGLE RETAINING WALL, MEASURED FROM GRADE TO GRADE, SHALL BE TEN FEET. 2. A MINIMUM HORIZONTAL DISTANCE OF THREE FEET SHALL BE MAINTAINED BETWEEN EACH INDIVIDUAL WALL IN A STEPPED WALL SYSTEM, AND SHALL BE LANDSCAPED WITH SCREENING SHRUBS PLANTED ON TEN FOOT CENTERS. 3. NEW CANOPY FOR FUELING STATION IS 26X26', HEIGHT IS 17'-6" f Dewberry Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.com 0 I— p Z Q W>- Uw U z� Q Q z �z WQ o L)CE D'> m vJ zLU � a � W w z � I— w Ln O I U7 O J z J o D: Q z _ O N O w no 0 CC G L.L o a Uz J 0 Q Q MW W Q SEAL go 049vV006 o��gwLTb o4oen Lf Y ,F, p KEl/1NAN` ' bLk. No. 7E13NNOC 03 10/05/22 4h, �f,FA VA. L E'1 SCALE 0' 15' 30' 60' SCALE: 1" = 30' REVISIONS 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description DRAWN BY NTF APPROVED BY KAP CHECKED BY ACO DATE OCTOBER 5, 2022 TITLE SITE PLAN PROJECT NO. 50119298 C3002 ALBEMARLE HEALTH & REHABILITATION CENTER SHEET NO. 1 2 3 4 5 Dewberry \ \ I _ N/F �\ \ I - _ _ - - - - - _-71$�86�_J,F� f55 _ _ _ _- \ CREEK�AILL LLC \ \ I o \ \ \ \ ` I I I I I I I 1 - - \ \ Y• / IRS - --` _- �i \ \ \ \ \6' 1 1 I cs I \ / / / \ \ \\ \ \ \ - \ \ Q \ \ \ \ \ \ - D.B. , PG. \ _ - PARC-EL tD' 03to0`Oo=00=nrt7n'�- - - - -_--� = \ ` - \ \ \ �� \ \ PARCEL ID: 091(�0-00-00-002D3 \ \ \ \ \ \ \ \� \ \\ ZONING: PP -SC _ - - \� \ \ \ \ ZONING: PD-SC RLANNED \ l \ \ \ \ \ \ \ / / / 6 \ \ \ \ \�\� - -�� ` \- L \_� \�- \ \D VELOPMENT SHOPPI G CENTERS \ \ \ \ \ \ \ \ \ \ \ \ \ / - - \ \ Dewberry Engineers Inc. EVELORAAE�NT SH9PPINGENT -- _ \ \ \ \ 1\ \ \ \ \ \ \ \ \ / / = \ \ \ \ \\ \ 4805 Lake Brook Dr., Suite 200 PRESENT USE: OAR WASH, RIIVE'"H 1 �� \23060 \ \ PRESENT USE: VAC NT \ \ \ \ \ \ \ \ \ \ / - - \ \ \ -'�'� \ \ \ \ \ \ \ \ \ / / / / \ \ \ \ \ \ Glen Allen, VA 90-79 \ \ Fax: 804 290 .COMMERCIAL LA \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ / / \ \ \ \ \ \ Phone: 4) 290-7957 -i335-PA�HAM 61RCLF! _ _\ \ \ 1 \ \ \ \\ \ \ \ \ / / \ \ \\ ( )-7928 �\�\ \ \ \ I\ \ \ \ \ \ \ \ \ \ \ \\ \ / / / / \ \ \ \ \ www.dewberry.com 545 SETBeC \\ \ \ \ \ \ \� \ \ \ \ 1 BW 555.95 I I 50 'N/F - % % ^ \ \ \ \ \ \ \ \ \ \ \ \ I 41MITS OF, DI TURBA CE\ \ I / BW 558.69 I I ) I 1 1 \ \ \ I I ( / / / _ - \ \ \ \ \ \ \ \ \\ PAT" \\ I BW 560.12 \ Z \ I ALBEMARLCJCOUNTY _ _ \ \ALE RL C�UN�Y \ \ \ \ \ \ \ \ PA . -T I _ \ \ \ \ 5 UT \ \ \ \ \ \ \ ER�(IC U H ITY \ \ \ \ \ \� I \ \ 0 / SERVICC�AUTHORITY / / / / \ \ \ \ b.B.`108�, PG�Q \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ �-' \\ � � TW 573.34 I I 5 D.B. 1089, PG 670 / \ gRCFLIp: (i910�00- 0 001�10 \ \ \ \ \ \ \ \ \ \ \ \ \� \ 1 ` \ I I TW 568.22 \ \ \ fr PARCEL/ID: 09106 00-00-001A0 (� J / / \ - \ \ \ 54obC \e \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I \ \ Q \ \ \ \ BW 559.22 \ \ Q ZONING: R1 RESIDENTIAL / \ ZO INI�: 1 RE IDE _11AL \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I I TC 573.19 / TW 570.28 PR SENT ESIDEN SAL LAND/ / / / / ^ \ \ \ \ \\ \ \ \ 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ TC 573.79 TC 569.26 - - \ W / / I \97371QV�N STREET E T \ \ \ \ \ \ \ \ \ \ \ \ \ \ T / 1 R TC 568.93 \ \ BW 559.12 \ \ U w z o z 17A9 A O1m STREFT kx� \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ - V �( \ 7 c) Ir TW 568.14 \ L J o H (7 \ / � BW 554.93 \ o � > TW 574.28 \ / TC 573.12 TC 570.68 TC 568.09 W Q O U)i > TC 568.20 1 I1j11 III I I I I I / / / / / \ ✓ // / \ \\ \ \\\\\\ \ \ \\\\\\\ \ \\ \ \ \ \ \ \ \ \ \\\ \ \\\ � \\� TC56s.20 \ Cl) z LU IL 11 o W J o �- _ \ \ \ \ \ \ \ \ \\ \ \� \ \ \ \ \ \ \ \ \ \ \ \ TC 570.22� \ (n n j 0 \ \\ o �, J 1 / \ \ \ \ \ \ \\ \ \l \ - \ \ \ \ \ I \ \ \MAN Z3ED S�EE�\SI�O�E (TY�. \-\- \- \ \ \ \ \ \ \ \ \\ z J oo o N/E / / / \ \ \ \ I \ \ \� \\` \\ \ \ 't - - \ - \ \ BW 573.53 \ TC 574.99 \ / z - Q w C) � \ I \ \ \ I I I ,ALBMARLE COUNTY i \ \ � \ \ \ \ \ - \ \ \ \ \ TW 568.54 Q z 0 cn Lu SE VICE AUTHO5I / / / \ / \ \ \ 1 i \ \ \ \� \\\ \\\ \ \ TC 574.51 BW 554.95 T \ \ \ \ O C Q D \ 1 \ \ \l I i \ \ 1 1 I I I I I I I I ( I DIB. 1089, P�.870 l / \ \ \ \ \ i \ \ \ \ \ , - - \ \ \ TC 574. 66 \ TW 574.90 �- Z U) \ \ (\ 1 I / \ I 1 1 I I I I I I P, RCE ID: 091r00-00-00- 1 EO / \ \ \ \ \ 1X /\ \� - _ \� \\\\\� \\� -\ �- - - - \ TW 575. 3 \ TC 575.41 ' - �' ? 554.25 \ 555.60 \ \ \ U ( I \ I I I I I ZONI�G: R1 RESIDE TIAL / \ / \ \ \ \ i '�� \ \\ \ \- - \ \ \ 574.55 EP 575.00 - P C +�5 \ \ z PRE ENT SE: VACANT / I ` \ ✓ 1\ \ \ \ y 1 �\ \ \\ \ \ \\C! -\ \ \ EP 574.37 \ / \ \ \ \ \ � \ � EP 555.01 554.85 \ 44 \ \ \ \ 573.25 \ 1 1 1 ( I I 1 RESIDENTIAL ND ( \ I I / \ \ \ �- �\ - \ \ \ \ \ y - - \ \ \ 4 \ 555.90 \ W O I \ I 1 \ 1 1 I \ \ \ I I \ I 1 I I /� \ \ \ I/f \ J > \ \ \ \ Q \ \ l l 1111 1 Rt( I I I I I A/F I \ 1 \ 1 IDONA D W++SHIFFLETT \ 11\ \ \ I I I I \ \ \ \ \ \ I I b.B.II1074, PGI400 I / / / / / \ \ I I I I \ I \ \ l I l \\\ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ - - \ \ \ 555.96 \ 556.26\ W I I 11 \ \ I I (1 1 1 \ )PAI'2C {L IIJ: 09'�00-p0-00- 01 FD/ / / \ \ I j 1 I I \ I \ I I \ 1 \ \\ \\ \ \\ \ \\ \\q\ \ \ _ a} m \ \ \ \ m I ZIONING' R1 RESIDENTIAL/ / / \ / / I \ I \\ \ \ fir\ \ \ pR SE/IT�SE?SI�GLE%FA ILY w \ \ \\ J 1i29lPP V N STREET T / / 1 \ \\ \ � / / I° \ \ � \ \ \ rCAI) 1(II\ \ \III\\II III\ \ \ N W`° \ \ \ \ SEAL \ � � \ T \ \ 1 1 I 1- \ 1 j 1 \ '\ / \ / I \ \ I I I \ \ \ \ \ Z \ \ \ e404 900 / �� \// ( 1 I \ \\ \ \ \ \ \ \ \ 557.80 ,NgAL'1'b s® \ \\\11 1 I I N/ /\LBE.MARAUTHORITY E COUNTY / / / \ 1 I 1 1 I I i \ \\ \ \ EP 554 90 8" P �C EP 574.00 \ I / \ I I I I / SERVICE UTHO 70 \ I 1 1 \ - _ - - o \ + EP 555.00 \ \ EP 58.06 0 - _ ONY PENNOC I I ( D EP 575.00 \ Uc. No. 037G23 ' 1 I I \ 1 I I I I \ 1 � ' \ \ EP 574.00 \ \ � 1 ( I I. 108 , PG. g70 / I 1 \ \� \ / T S \VINAN PARRCE ID: 09100-00%0-001AOi I \ \ I l I % \ \ \ n o n EP 575.45 \ \ \ 3 \ \ 20NFRESI�ENTIPCC / / \ \ \ \ C \ I \ I I I I ( 1 I I I I I I I I I IPR SENT USE: VACANT / / / \ \ \ 1 ( \ \ \ \ \ \ \ \ 10/05/22 1 1 I 1 11 1 1\ I\ I 1 1 I III I I I I I I I I I R�SIDIiNTIAL HAND ( I / / / \ \\\\ \ \ P \ - m. J C,��jr \ LP 552.00 p I \ \ / 1 ( I \ I / \ I I \ / _ > - \ _ - \ 572.50 \ �� fA ,VAL EN�G� \ \ I I I \ \ \ I 1 ( III I I I _ / I - \ \ 1 I I 1 /, \ \ I \ \ �\` \ \ \ 14+0 -5+5 EP 559.71 006,+,*'� \ \ 1 I 1 I 1 I 1 I I ( / I \ \Il\i \ 1 \ (I (\ ✓/ \ \ \\ \ \ \ - \ \ \ \ 181, RCP LP 574.01 \ 8" 6 555 I ( I I I I 1 I LI II K I I \ \ \ \ \ \ \\ 1 \ \ 575.01 3:1 SCALE EVj 014 TIAK N RQM AkBE� ARL 1 I 1 I \ I \ / / / \ 6' �HAIN LICE \ \ \ \ \ \ \ �U TY PR POSE STATE HIGHW 1 I I l I1 I I / / / i \\ \ \\ FENCE I \ \ \ \ I l I I 1 II QQ 1 / l\ / \ I \\\ eo sso N� PF2EP14RED RY T M�NS)QR P, I 1 / \ I \ \ \ \ \ \\ \ \ \ 0' 15' 30' 60' I IDATEQ OV27 2oz1 I � 1 I °i' \ \ SCALE: 1 = 30' i1\\ \ I I I 1 I I I I \ I \ \ \ \ L 11 I I I 1737VAVON STREET EXT. I \ ELL WER SI \ \ \ \ WP \ Tp \\ \ t•1/F \ \ \ \ \ I I 1 \ )I I ( 1739 VON \\ \ \ 5 \ I O I I ALBEMAR4E CO NTY \ 1 I \ I I ( I \ \ \STREE� EXT \ \ \ S€RVIGE AUTHORITY \ \ 1 \ 1\ ; \ \ \I \ I \ / I / \ \ \ \ \ \ ' \ REVISIONS 1 o 67\0 EP 5 \ \ \ \\ \ \ I I t- Q� I \ 1 \ \ \ \ \ PARCEL ID: p91 0.0-00-00-001 BO I \ \ S7S \ I \ N \\� 1 \ 1 \II \ 1 z\oN�G: R1 RESIDENTIAL 1 I \ PRE ENT\USE:\VACANT% \ ( a o 1 1 \ \ 5@0 \RE�IDEr�TIAL LAND 1 \ I � I \ \ ( \ � \ � � � � � � / / I I � 1 \ \ \ 600.53 1 1 1 1 \ l 1 1 \ 1 \ ; \ \ \ \ - - / / I ` \ \ EP 588.1tO\\ \ \ 1 \ I I \ 1 I I TW 593.66 I \\ \\ \ \ \\ 1\1\----' GPT a I j 1 SgS \ I I \ \ \ \ \ \ \ \ \ \ \ EP 589.51 \ \ \ \ \ `. \ I \ \ \ \ \ H F \ \ \6�CIdAI�LINK FENCE 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description DRAWN BY NTF EP 590.93 BW 592.00 ' TW 600.50 \ - G 610 � ` I I / APPROVED BY KAP \ 1 I I \ \ \ I I i ( / / 6 / CHECKED BY ACO HP 1.57 / v I / I ' I / ( /% OCTOBER 5, 2022 LO / \ \ _ _ _,�\ IfR I Ij (I 11 // / % DATE It 1 / I l \ \ \ I ( / %'�� \ \ \ \ \RF \�\\ \ \ 1 I I \ STONE ' TITLE \ I ( I I( I \ \ \ 1 \ 1 I \\\ Z EP594.00 6'CHAINL` FENCE \� I // \ \) / o / \ r \\ \ \ \ I III1//%�\/ // GRADING & /F \ �` 11/II/J DRAINAGE PLAN EP 590.00 \\ \ \\ \ \ \ \o \ ` \ 1D0 �NIOP1 RAVE & RIGGIN l \ D B 237, PG. 504\ ✓ \ I \ \\ \ \ \ \ \ \ \ \ \PA CEL ID 06100-00-00-001D0 ONING`. LI LIGkT INDUSTRY \ I I I I h A \ \ I \ \\ \ I ( I \ \ I \ \ \ PR ENT U3E: SERVICE'REPAIR\ \ \ \ \ I / l / l I I h I' NA \ I \ \ \ \ \ � GARAGE \ PARKING LOT \ 1\745 AlCON STREET E3 T \ \ \ \\\ \\ \ \ \\\\1\1 I \ �� \\� 50 RIGr}T OF WAY D.B. 360, PG. 185 1 I I I I 111 \I p ` / D.B. 3148, PG. 104 / I I PARKI G / / I I LOT l/ //// I / / PROJECT NO. 50119298 1 I I I � / ��III 1 1\)\I / / I / ( I I I I I< I p l I Il/l/� I l I I I I \ ''II l I III((,. IIII((j(I�/� > / I GENERAL NOTES (��ly I C3.03 1. CUT/FILL ANALYSIS: 31784.05 CY CUT, 36910.99 CY FILL �� \ 2. TOP OF RETAINING WALL IS 0.5' ABOVE GRADE ON THE HIGH SIDE G,l / SHEET NO. E C A X 1 2 3 4 5 \\\\\d/F RIPP co&UN�Y QF�B\A(2LC/9 FINANCE AQN�NljTORM149`/ �4 A7 -01 MANAGED STEEP \kRrk IB: 0@1,N\ SOPES (TYP.) \J I INV=505.92 �_---- / / I \ \ I SRO\\\\\ ---- _ f 1�15\FO:UND�R\aP� \ \�� - _ '� - _ \ \\ _ - - / WV < % - - TS�O 6S_WR ANCI \ \ \ \ \ �V=508.62 - / WMH - \ \ \ \ \ \ \ \ �\ - \� 12"CMP IRF --52 N I I 5'E BACK BW560.1I I ^\\\ \\ \\ I 1IsIq� \K\\\ L 515 \ \ \ \ \ \ \ \ ( i TIN 568.22 / TIN 570.28 \ BW 559.2\ \ \ \ \ \ \ \ \ \ \ \ \ \ - - p - I� \ \ \\ \ \ 1 \� \ BW 545.04 a \\\II\I\\\ \ 1 1 \ \ \ \ \ 1 R TC 568.93 \ BW 559.12 \ \ \ \ \ \ \ \ \ \ \ - 0 - - /� I 1 III / - - \ - IN :a TC 568.60 TIN 568.14 \ \ \ \ \ \ \ \ \ \ p p - \\ \ \ > a I I I I I I I I I I I ( --COONT�(0EALBEMARLE C/O F NANC ARMIN!STRATIp N RM 119 573.12 EEP 524.31 . PARCsID: 0910000-00-06 EO • - \ \ I I III \ ZONINGS R115 REST ENTIAL\ PRESENT USE: F<RE STATION (STA% 1515 FOUNQERS Pk BW 554.95 TIN 568.54 \\ \ IIII IIII \ (\ \ \ \ TW 574.90 --- T EP 995.01 554.85 \ TC 55\ 3 2:1 _ - / / / // EP 537.50 )� PAC +�5 \ \ \ s \ \ • \ \ I \ \ \ 555.90 I I� \ qE \ �° \ \ \ \ \ \ III 5 i 1+1 T EP 541.22 / /- 55.96 \ \ \ \ \ \ \ I i 7 - / / / / \ / WV 1 I \ D 556.26 \ \ \ I I / i r? _ _ ST • a \ \ S) ? \ \ \ \ \ \ \ \ \ \ 1 el I I /EP 54546.09 - / / �/ / � 06 15" CPP . \ z \ \ I I I EP 552.82 _ - _ _ / /� // ( / / 1 1) III I I + \ \ m \ \\ \\\\\ \ \ \11� 11 I m //�l \\ \� T / J �III��II11111 �\ \ L . CA\ co \ \ I I I ,0 -w, ✓� \ LPN _-=----- ; \\ �I11 III(I / \ m \ i 1 557.80 \ n \ \ I I I I I I I I EP 553.56 / I $�0 I EP 554.30 553.84 �G 552.83 ! \ r \ \ \ - - - - - - I I I EP 554.90 8" P@IC\\\ / \ D\ EP 555.00 3 �S \ \ \ EP 58.06 r ' - _ 553.67544.71 \ \ = _ _ _ _ _ - _ \\ \ 561.60 - TC 562.73 I TW 559.50 EP 554.43 O 553.96 - / 547.40 P 52.00 - - - - I 0 - - 54.22 - 553.90 LP 55- EP 554.90 3,1 553.88 555 s - - _ _ - - - ' / i / -� �� - \ I \ \ \ \ \ \ \ \ EP 561.29 i \1111}}rr= I o \ - - 557.49 r �� ST \ ` GPI 0 EP562.17 - �_ i� �5 02 I S EP 564.93 \ ��' \ \ EP 565.80 i 15°� SQNPG�p\ ALBEMAFLE-HEALTffi \\ \ \ / ^ \\\ 'CARE CENTER LtC \ \ \ /- \ V.B. 4132,-PG-347- __PAKCEL ID; 09 0=W-98-0120� 0 \ \ \ 1 /OOW / / ! i / r / - - - ZONINGa PD-MC 2LANNEb _ DEVELOPMENT MIXED COMM€RCL�(- PRESENT USE-COtiE:Or i - "CONVALESCENT-H-OSPITAL P 588.56 1540 FOdNDERS PL / / r / N r j/\ I�/ /- / GRASS - // / /�//// / / AREA _ / I I ( IIV 7�r\� STON ALL \`��\ I I 1 I IN I III00 I I 1 I J I l I ►IJ (I! / 1 I IJ�I< \ I l REHABILITATION CENTER A I I ( \ /\(IIII I%JJ/11 \✓ // // / % \(J111��11:: �l r I GENERAL NOTES . TOP OF CUT/FILL ETAI INWAL ANALYSIS: G 8 2IS 5 ABOVE GRADE ON THE HIGH SIDE It Dewberry Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.com O I- 0 Z) Er Q W>- Uw U z� Q COD Q z �z LLI Q o p m U) C' > Y Cn z LU a � o w I- w = Ln U) O, J zz aC\, Cc Q z Ll m O� �o Q Uz J 0 Q W m Q SEAL wooq 0000 3 �E,ALIb OCR GA, fi C1' 1 n � AN AN"""`'�PENNcc ~ No.031023 O� 10/05/22 wh �16f©'YAL ENC,� rj fA G 10 SCALE 0' 15' 30' SCALE: 1" = 30' REVISIONS m 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY I Description NTF DRAWN BY KAP APPROVED BY ACO CHECKED BY OCTOBER 5, 2022 DATE TITLE GRADING & DRAINAGE PLAN PROJECT NO. 50119298 C3004 SHEET NO. 1 9 4 d � C C L E Lk • Dewberry Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.com rr O 2 1— Q D rr- Q W UW U z C a z Er W Q o o F > r Z L1] (L o W z ::) W - r o -j z J Q o o D Q Z oN U m O� �o CL J a Uz WO J > Q Q W m J Q SEAL O�*£ALTtj O� at] `fps KEl/1NA` b �7G13NNOC 10/05/22 4h r"rro V G SCALE 0' 15' 30' 60' SCALE: 1" = 30' REVISIONS 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description NTF DRAWN BY KAP APPROVED BY ACO CHECKED BY OCTOBER 5, 2022 DATE TITLE UTILITY PLAN PROJECT NO. 50119298 C3mO5 SHEET NO. 1 9 4 d � C C C EZ F • Dewberry Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.com rr O 2 1— Q D rr- Q W UW U z C a z Er W Q o o F > r Z L1] (L o W z ::) W - r o -j z J Q o o D Q Z oN U m O� �o CL J a Uz WO J > Q Q W m J Q SEAL O�*£ALTtj O� at] `fps KEl/1NA` b �7G13NNOC 10/05/2212 4h UTIFO.VA L ENS` ��7 G SCALE 0' 15, 30' 60' SCALE: 1" = 30' REVISIONS 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description NTF DRAWN BY KAP APPROVED BY ACO CHECKED BY OCTOBER 5, 2022 DATE TITLE UTILITY PLAN PROJECT NO. 50119298 C3mO6 SHEET NO. It Dewberry 0 C FT, \ \ \ / \ �_A' / \ \ \ \ Spa � / / / / / \ - QEP 555.00 0 \ - \ \ \ \ EP 575.00 / - - - \ - o / / \ I I I � I \ \ \ I 0 L J L J 0 X I — \ I I \ \ \ I I I I \ \ I I \ I \ O \ I I \ I I \ \ \ \ L J \ L J 0 \ \ \ \ \ r \ r 0 \ I \ I \ \ I \ \ 0 \ \ I I \ \ r 1 0 Fol I \ I \ \ \ I \ \ \ I \ EP 554.9 \ \ L J \ 575.00 \ L J o \ EP 575.00 555.00 \ \ [-1 \ \ EP 574.95 \ \ \ \ 575.00 \ \ \ \ 575 \ EP 575.45 \ 555.00 \ 565.57 565.51 556.17 \ « >Q_ 1=1111uu�omi vp axis 00 L ra mm, vu \ / Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.com O �p Q Q W >- UW U z� Q CCD, � Q z � W Q o o L)0, U) U) > > Cn z w � a � W w z � I— W O U) O J zz aC\j 0 �Q zC �m O� LLo Q Uz W 0 Q Q �W\ W J Q SEAL e40q 900 4 OCC fi CL' ! YPENN NO 0370Y3 OC 10/05/22 4h aUT, O-VA L V14r" 01�0'54y SCALE 0' 5' 10, SCALE: 1" = 10' REVISIONS 20' 2 10/05/22 ACO FINAL SITE PLAN 1 1 11/29/21 ACO INITIAL SITE PLAN No. DATE I BY I Description ` ✓ v i 554.22 / _ — / DRAWN BY NTF p APPROVED BY KAP / CHECKED BY ACO — — — / — DATE OCTOBER 5, 2022 — / / TITLE DETAILED GRADING 554.90to PLAN / PROJECT NO. / 50119298 - - - - / C3007 SHEET NO. 1 7 4 d C Al E G f Dewberry Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.com rr O 2 Q Z) rr Q W Uw z� C C Q z MC.)Q w z Q 0- o o L)0, �> U) > cn z w a o z I— w U) O J zz a� 0 �Q zC �m O:�i LLo Q Uz W 0 Q Q 75 W m J Q SEAL 00"900 h `ygALlb 10 OCC G� fi e IV pD 1 �/y.YJ N Mo.0370Y3 OC 10/05/22 4h a�4'.�O'VAL SCALE 0' 15' 30' 60' HORIZONTAL SCALE: 1" = 30' 0' 3' 6' 12' VERTICAL SCALE: 1" = 6' REVISIONS 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description DRAWN BY NTF APPROVED BY KAP CHECKED BY ACO DATE OCTOBER 5, 2022 TITLE ROAD PLAN & PROFILE PROJECT NO. 50119298 C4001 SHEET NO. 1 9 4 d � C C A i G 9 Dewberry Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.com rr O 2 I- p Z) rr Q W Uw z� C C Q z MC.)Q w z Q 0- o o L)0, �> U) > cn z w a o z I— w U) O J zz a� 0 �Q zC �m O:�i LLo Q Uz W 0 Q Q 75 W m J Q SEAL 00"900 h `ygALlb 10 OCC G� fi e IV pD 1 �/y.YJ N Mo.0370Y3 OC 10/05/22 4h a�4'.�O'VAL SCALE 0' 15' 30' 60' HORIZONTAL SCALE: 1" = 30' 0' 3' 6' 12' VERTICAL SCALE: 1" = 6' REVISIONS 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description DRAWN BY NTF APPROVED BY KAP CHECKED BY ACO DATE OCTOBER 5, 2022 TITLE ROAD PLAN & PROFILE PROJECT NO. 50119298 C4002 SHEET NO. 1 7 4 d C C C F,, 9 Dewberry Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.com rr O 2 I- p Z) rr Q W Uw z� C C Q z MUQ w z Q 0- o o L)0, �> U) > cn z w a o z I— w U) O J zz a� 0 �Q zC �m O:�i LLo Q Uz W 0 Q Q 75 W m J Q SEAL 6�*£ALTtj O� at) `fps KEl/1NA` b �03 7G14 3NNOC 10/05/22 4h 12 ��O.V.1 L ENr ro G SCALE 0' 15, 30' 60' HORIZONTAL SCALE: 1" = 30' 0' 3' 6' 12' VERTICAL SCALE: 1" = 6' REVISIONS 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description NTF DRAWN BY KAP APPROVED BY ACO CHECKED BY OCTOBER 5, 2022 DATE TITLE STOPPING SIGHT DISTANCE PLAN & PROFILE PROJECT NO. 50119298 C4m03 SHEET NO. i 0 a m lll</��\\\\ \\\ o \� \ CD rr \ cyl Ill`ch = \\\\\\\ \ \I\\\ \ \\ \ lull \ \ \\III I ri Ti \ \ \ \ \ \ \ \ \ \ \ \ \ \ to Ti \ \ \ I / \ 1\\l I ( \ I IIIII 1► II111 I \ ` \\ � ��\\\ CA \ \ \ IIII\ \ 1(1111(1 I 11\1�11 � / \ I 1�� IIII IIIIIII ll IIIII A o - D o I 1 o 11 1 1 \1I 1/1�(` o m ► I 1 1 I �� i � I I I / /IIIIIII I I I I I � 1/ /�/ 11// I cn cyl cn I I ( I / \\ ( I l I ► (I1 II( � 111((lJ )1 1111 I IIIIII I // I I l l l 1 I I/IP" \1 I IIIIII/ I I ( I I I 1 1 ► I �� I / \ 1 1 I I I I l l JII ( � ( I IIIIIII ► )I\ IJ 1/IIIIII o )1I��1� I(Illl((I IIIII( ci �, N, 00 co o =, /—�'1/1 J l(II/co o c' / IIIIII co \\\ ��/ o co/ o o po 0 0 \\1\\ II �\ m m Z O -p O O m V O Do Z t �m2 N co r mD^^_ Z X I D m _0 D m C) XO 0 0 0 o � W m N O N O N � J D N O co cn + N <00 o z z D r c CD y 7 m m m z Z 0 < y 0 C 0 = 0 X O r m Z�7 A NO N 0 co cl) o m m n 00 A Oco m O ffip-�p�d � v 0o �Z �• • �< o N ,O Rj 4 PJ cn m r 0 (D a ALBEMARLE COUNTY SERVICE AUTHORITY m AVON MAINTENANCE YARD ID %o_�� FINAL SITE PLAN a SDP202100095 / WP0202100071 W 0, ALBEMARLESCOTTSVILLE DISTRICT 3 N 0, ALBEMARLE COUNTY, VIRGINIA m N O O r LOE HN T 1 9 Q d � C C i G Dewberry Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.com rr O 2 I- p Z) rr Q W Uw z� C C Q z MC.)Q w z Q 0- o o L)0, �> U) > cn z w a o z I— w/� V) O U) O zz a� 0< J �Q zC �m O:�i LLo Q Uz W 0 Q Q 75 W m J Q SEAL 6�*£ALTtj Ok at) `fkAs KEl/1NA b � 7G' 10/05/22 4h r"rro V G SCALE 0' 15, 30' SCALE: 1" = 30' REVISIONS m 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description NTF DRAWN BY KAP APPROVED BY ACO CHECKED BY OCTOBER 5, 2022 DATE TITLE TURNING RADIUS EXHIBIT PROJECT NO. 50119298 C4mO5 SHEET NO. 1 9 4 d � C C C F • Dewberry Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.com rr O 2 I— Q rr- Q W UW U z C a z Er W Q o o F > r Z L1] (L o W z ::) W - r o -j z J Q o o Q Z oN U m O� �o CL J a Uz WO J > Q Q W m J Q SEAL �O��gALTb O� a!a L 1fi t 0�t-/ON NAN l YPENNOC .. � Lic. No. 031023 O6 10/05/22 ��yK tl l%i, NAL VSr"m SCALE 0' 15' 30' 60' SCALE: 1" = 30' REVISIONS 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description DRAWN BY NTF APPROVED BY KAP CHECKED BY ACO DATE OCTOBER 5, 2022 TITLE TURNING RADIUS EXHIBIT PROJECT NO. 50119298 C4mO6 SHEET NO. 1 9 '2 d F C C C G 0 Dewberry Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.com rr O 2 I- p Z) rr Q W Uw z� C C Q z MC.)Q w z Q 0- o o L)0, �> U) > cn z w a o z I— w U) O J zz a� 0 �Q zC �m O:�i LLo Q Uz W 0 Q Q 75 W m J Q SEAL 00"900 PJ OCC G10 � fi e IV pD 1 �/y.YJ N Mo.0370Y3 OC 10/05/22 4h a�4'.�ONA L V14 SCALE 0' 15, 30' 60' HORIZONTAL SCALE: 1" = 30' 0' 3' 6' 12' VERTICAL SCALE: 1" = 6' REVISIONS 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description NTF DRAWN BY KAP APPROVED BY ACO CHECKED BY OCTOBER 5, 2022 DATE TITLE WATER LINE PROFILES PROJECT NO. 50119298 C4007 SHEET NO. 1 9 '1 d � C C C G Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.com rr O 2 I- p Z) rr Q W Uw z� C C Q z MC.)Q w z Q 0- o o L)0, �> U) > cn z w a o z I— w U) O J zz a� 0 �Q zC �m O:�i LLo Q Uz W 0 Q Q 75 W m J Q SEAL 00"900 PJ OCC G10 � fi e IV pD 1 �/y.YJ N Mo.0370Y3 OC 0� 10/05/22 4h a�4'.FO' ' AL V14 SCALE 0' 15, 30' 60' HORIZONTAL SCALE: 1" = 30' 0' 3' 6' 12' VERTICAL SCALE: 1" = 6' REVISIONS 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description NTF DRAWN BY KAP APPROVED BY ACO CHECKED BY OCTOBER 5, 2022 DATE TITLE WATER LINE PROFILES PROJECT NO. 50119298 C4m08 SHEET NO. 1 9 '2 d F C C C F 9 Dewberry Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.com rr O 2 I- p Z) rr Q W Uw z� C C Q z MC.)Q w z Q 0- o o L)0, �> U) > cn z w a o z I— w U) O J zz a� 0 �Q zC �m O:�i LLo Q Uz W 0 Q Q 75 W m J Q SEAL 00"900 PJ OCC G10 � fi e IV pD 1 �/y.YJ N Mo.0370Y3 OC 10/05/22 4h a�4'.�ONA L V14 SCALE 0' 15, 30' 60' HORIZONTAL SCALE: 1" = 30' 0' 3' 6' 12' VERTICAL SCALE: 1" = 6' REVISIONS 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description NTF DRAWN BY KAP APPROVED BY ACO CHECKED BY OCTOBER 5, 2022 DATE TITLE SANITARY SEWER PROFILES PROJECT NO. 50119298 C4009 SHEET NO. 1 9 q d � C C C i Lk Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.com rr O 2 I- p Z) rr Q W Uw z� C C Q z MC.)Q w z Q 0- o o L)0, �> U) > cn z w a o z I— w U) O J zz a� 0 �Q zC �m O:�i LLo Q Uz W 0 Q Q 75 W m J Q SEAL 00"900 PJ OCC G10 � fi e IV pD 1 �/y.YJ N Mo.0370Y3 OC 0� 10/05/22 4h a�4'.FO' ' AL V14 SCALE 0' 15, 30' 60' HORIZONTAL SCALE: 1" = 30' 0' 3' 6' 12' VERTICAL SCALE: 1" = 6' REVISIONS 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description NTF DRAWN BY KAP APPROVED BY ACO CHECKED BY OCTOBER 5, 2022 DATE TITLE STORM SEWER PROFILES PROJECT NO. 50119298 C401 0 SHEET NO. 1 9 q d � C C C F Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.com rr O 2 I- p Z) rr Q W Uw z� C C Q z MC.)Q w z Q 0- o o L)0, �> U) > cn z w a o z I— w U) O J zz a� 0 �Q zC �m O:�i LLo Q Uz W 0 Q Q 75 W m J Q SEAL 00"900 PJ OCC G10 � fi e IV pD 1 �/y.YJ N Mo.0370Y3 OC 0� 10/05/22 4h a�4'.FO' ' AL V14 SCALE 0' 15, 30' 60' HORIZONTAL SCALE: 1" = 30' 0' 3' 6' 12' VERTICAL SCALE: 1" = 6' REVISIONS 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description NTF DRAWN BY KAP APPROVED BY ACO CHECKED BY OCTOBER 5, 2022 DATE TITLE STORM SEWER PROFILES PROJECT NO. 50119298 C40 SHEET NO. 11 C C C 171 Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.com rr O 2 I- p Z) rr Q W Uw z� C C Q z MUQ w z Q 0- o o L)0, �> U) > cn z w a o z I— w U) O J zz a� 0 �Q zC �m O:�i LLo Q Uz W 0 Q Q 75 W m J Q SEAL 00"900 h `ygALlb 10 OCC G� fi e IV pD 1 �/y.YJ N Mo.0370Y3 OC 0� 10/05/22 4h a�TIFA - A L V14 SCALE REVISIONS 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description DRAWN BY APPROVED BY CHECKED BY DATE TITLE SPC KAP HCG OCTOBER 5, 2022 STORM SEWER CALCULATIONS PROJECT NO. 50119298 C4012 SHEET NO. 1 2 \\\\\\\\\ \ \D I \ \\ \ 1�k '\\ \�1\\A\ ^--� 1 � ��►I\\I \��\ \ `,�,� // \�\ `IIIIII\IIIIII\I\\ \ u I \ 1\ 1 I I 1 I I RWSA VVPT TANK 1737 AVON STREET ExT. i ( 1739 QVON \ \STREEY\ T \\\\ A 11 DITCH \\\\\\\\ F\H \ \ FAP I I \ \ \ F ,o \ 605 f0 DITCH-1 605 U V , 1111n �` �� •; 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AN ONY PEN -a Ue. No.0370Y3 OC 10/05/22 4h SCALE 0' 15, 30' 60' HORIZONTAL SCALE: 1" = 30' 0' 3' 6' 12' VERTICAL SCALE: 1" = 6' REVISIONS 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description NTF DRAWN BY KAP APPROVED BY ACO CHECKED BY OCTOBER 5, 2022 DATE TITLE DRAINAGE DITCH PROFILE PROJECT NO. 50119298 10+00 10+50 11+00 11+50 12+00 12+50 12+75 C4013 SHEET NO. E C A X n 595 530 IN 2 ,ml Kill ' I �I ai ice,. ' ' �� ..�■IIIIIIIIIIiJ�lil,:iilP.lr3rl►f//� �� IQ WNW irb 3 4 5 � I vr- i °�% ,III 1� i • N / 06clo / III III\III I I ( \\ / \ \ \\ \\ \ \ \ L— \ •, snN / -`\ ( _. `\ 1 1 \`\` / /1 I I\\\1\\\ /�ii�� \ \ I v I L_ � / / 1 \ _�j X I � I I x\ /L rills DITCH-2 12% WA 0.04% 595 DITCH 2 - CROSS SECTION 1 595 595 580 L PROPO GRADE 20+00 20+50 20+75 DITCH 2 - CROSS SECTION 2 585 585 25+00 25+50 25+75 Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.com Cr 0 0 Q W UW .2Z Q Q z �U W z Q o o L� � > > Cn z w � a o I— W Ln O U) O z o J D Q %J ` 0 O w 0 G L.L a Uz W 0 Q Q W m Q SEAL pi e0"90 s OCC G�, fi CL' 1 �KE);% A y -a LUc. No. 037023 OC -OA 10/05/22 4h - ,s %4'.�O'VAL ENO� SCALE 0' 20' 40' 80, HORIZONTAL SCALE: V = 40' 0' 4' 8' 16' VERTICAL SCALE: 1" = 8' REVISIONS 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description NTF DRAWN BY KAP APPROVED BY ACO CHECKED BY OCTOBER 5, 2022 DATE TITLE DRAINAGE DITCH PROFILE PROJECT NO. 50119298 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 28+75 C4014 SHEET NO. 1 7 4 d C C i /: Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.com rr O 2 I- p Z) rr Q W Uw z� C C Q z MUQ w z Q 0- o o L)0, �> U) > cn z w a o z I— w U) O J zz a� 0 �Q zC �m O:�i LLo Q Uz W 0 Q Q 75 W m J Q SEAL 04"900 3 %NgALIb ®A pta GA fi C1' 1 n � 4EkI06N AN�YPENNOC ~ -a Uc. No.037023 10/05/22 Cr ��.f©'YAL ENC,� G ��7 O01Ao+>*�i4 SCALE 0' 15, 30' 60, HORIZONTAL SCALE: 1" = 40' 0' 3' 6' 12' VERTICAL SCALE: 1" = 6' REVISIONS 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description NTF DRAWN BY KAP APPROVED BY ACO CHECKED BY OCTOBER 5, 2022 DATE TITLE DRAINAGE DITCH PROFILE PROJECT NO. 50119298 C4015 SHEET NO. 1 7 4 d C C E Lk f Dewberry Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.com rr O 2 I- p Z) rr Q W Uw z� C C Q z MUQ w z Q 0- o o L)0, �> U) > cn z w a o z I— w U) O J zz a� 0 �Q zC �m O:�i LLo Q Uz W 0 Q Q 75 W m J Q SEAL 6�*£ALTtj O� at) `fps KEl/1NA` b �03 7G14 3NNOC 10/05/22 4h 12 ��O.V.1 L ENr ro G SCALE 0' 15, 30' 60, HORIZONTAL SCALE: 1" = 40' 0' 3' 6' 12' VERTICAL SCALE: 1" = 6' REVISIONS 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description NTF DRAWN BY KAP APPROVED BY ACO CHECKED BY OCTOBER 5, 2022 DATE TITLE DRAINAGE DITCH PROFILES PROJECT NO. 50119298 C4016 SHEET NO. 1 9 4 d � C C i Lk i Dewberry Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.com rr O 2 I- p Z) rr Q W Uw z� C C Q z MUQ w z Q 0- o o L)0, �> U) > cn z w a o z I— w U) O J zz a� 0 �Q zC �m O:�i LLo Q Uz W 0 Q Q 75 W m J Q SEAL 04"900 3 %NgALIb ®A pta GA fi C1' 1 n � 4EkI06N AN�YPENNOC ~ -a Uc. No.037023 10/05/22 wCr 21. Z ©' YAL ENC,� G ro�7 SCALE 0' 15, 30' 60, HORIZONTAL SCALE: 1" = 40' 0' 3' 6' 12' VERTICAL SCALE: 1" = 6' REVISIONS 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description NTF DRAWN BY KAP APPROVED BY ACO CHECKED BY OCTOBER 5, 2022 DATE TITLE DRAINAGE DITCH PROFILES PROJECT NO. 50119298 C4017 SHEET NO. 2 I I 5 C C U1 0,, Ditch Computations i Dewberry LD-268 �•� PROJECT: ACSA Avon Maintenance Facility COUNTY: Albemarle DATE: 9/29/2021 ENGINEER: PGH/Dewberry Engineers Inc. DITCH IDENTIFICATION: Ditch 1 <ALIGNMENT> Hvdroloizv Ditch Geometry Hydraulics Invert Area C Area C Area C Incr Total Tc Tc 10 yr 2yr 10 yr 2yr Bottom Depth Left Right Lining Lining n Ditch Ditch 10 yr 1Dyr 2yr 2yr Tractive Lining Lining Free- Capacity From Station To Station LT 1 0.9 2 0.5 3 0.3 CA CA 10 yr 2yr i i Q Q B Y Slope Slope Type Width Curve? Slope Depth Velocity Depth Velocity Force't" Adeq? Adeq? board Adeq? Upstream Downstream RT (acres) (acres) (acres) (min) (min) (in/hr) (Irir) (cfs) (cfs) (ft) (ft) (H/V) (H/V) (ft) Rd (ft) (ft/ft) (ft) (ft/sec) (ft) (ft/sec) IbsftZ (MaxV) (Max tallow) (ft) 012+00.00 012+54.00 578.44 572.76 0.121 0.90 0.060 0.50 0.461 0.30 0.277 0.277 5.00 5.00 6.64 5.04 1.84 1.40 1.00 1.00 2.00 2.00 2-EC-2 Ty2 3 0.045 NA 0.105 0.16 2.62 0.29 3.67 0.80 YES YES 0.84 YES 011400.00 012+00.00 587.94 578.44 0.073 0.90 0.051 0.50 0.190 0.30 0.148 0.425 5.67 5.48 6.46 4.94 2.75 2.10 1.00 1.00 2.00 2.00 2-EC-2 Ty2 3 0.045 NA 0.095 0.16 2.49 0.29 3.49 0.72 YES YES 0.84 YES 010+00.00 011+00.00 600.00 587.94 0.072 0.90 0.01�70. 0 0.04�70. 0 0.087 0.087 5.00 5.00 6.64 5.04 0.58 0.44 1.00 1.00 2.00 2.00 2-EC-2 Ty2 2 0.045 NA 0.121 0.16 2.81 0.13 2.58 0.91 YES YES 0.84 YES ions jewel, Ditch Computations 460" Dewberry = - - - - - - LD_268 PROJECT: ACSA Avon Maintenance Facility COUNTY: Albemarle DATE: 9/29/2021 ENGINEER: PGH/Dewberry Engineers Inc. _ DITCH IDENTIFICATION: Ditch 2A <ALIGNMENT> H dr logy Ditch Geom try Hydraulics Invert Area C Area C Area C Incr Total Tc Tc 10 yr 2yr 10 yr 2yr Bottom Depth Left Right Lining Uni ng in Ditch Ditch 10 yr 10 yr 2yr 2yr Tractive Lining Uni ng Free- Capacity Upstream Downstream From Station To Station LT RT 1 0.9 2 0.5 3 0.3 CA CA 10 yr 2 yr i i Q Q B Y Slope Slope Type Width Curve? Slope Depth Velocity Depth Velocity Force "T" Adeq? Adeq? board Adeq? (acres) (acres) (acres) (min) (min) (in/hr) (iri (cfs) (cfs) (ft) (ft) (H/V) (i (ft) Rd (ft) (ft/ft) (ft) (ft/sec) (ft) (ft/sec) (Ibs/ft') (MaxV) (Max tallow) (ft) 025+00.00 025+85.00 0.045 0.90 0.00 0.S0 0.077 0.30 0.064 0.064 5.00 5.00 6.64 5.04 0.42 0.32 1.00 1.00 2.00 2.00 2-EC-2 Ty2 3 0.045 NA 0.055 0.31 2.72 0.27 2.52 0.71 YES YES 0.69 YES 549.16 544.52 0.27 2.54 0.73 YES YES 0.69 024+00.00 025+00.00 0.079 0.90 0.00 0.50 0.0S6 0.30 0.088 0.088 5.00 5.00 6.64 5.04 0.58 0.44 1.00 1.00 2.00 2.00 2-EC-2 Ty2 3 0.045 NA 0.056 0.31 2.75 YES 554.73 549.16 023+00.00 024+00.00 0.076 0.90 0.00 0.50 0.091 0.30 0.096 0.096 5.00 5.00 6.64 5.04 0.64 0.48 1.00 1.00 2.00 2.00 2-EC-2 Ty2 3 0.045 NA 0.053 0.31 2.67 0.27 2A7 0.69 YES YES 0.69 YES 560.00 554.73 0.112 0.31 3.89 0.27 3.60 1.46 YES YES 0.69 YES 022+00.00 023+00.00 0.0785 0.90 0.00 0.50 0.037 0.30 0.082 0.082 5.00 5.00 6.64 5.04 0.54 0.41 1.00 1.00 2.00 2.00 2-EC-2 Ty2 3 0.045 NA 571.19 560.00 0.093 0.31 3.55 0.27 3.29 1.22 YES YES 0.69 YES 021+00.00 022+00.00 0.063 0.90 0.00 0.50 0.037 0.30 0.068 0.068 5.00 5.00 6.64 5.04 0.45 0.34 1.00 1.00 2.00 2.00 2-EC-2 Ty2 3 0.045 NA 580.50 571.19 0.106 0.31 3.80 0.27 3.51 1.39 YES YES 0.69 YES 020+00.00 021+00.00 0.049 0.90 0.00 0.50 0.09 0.30 0.071 0.071 5.00 5.00 6.64 5.04 0.47 0.36 1.00 1.00 2.00 2.00 2-EC-2 Ty2 3 0.045 NA 591.13 580.50 come Ditch Computations - LD-268 Dewberry® PROJECT: ACSA Avon Maintenance Facility COUNTY: Albemarle DATE: 9/29/2021 ENGINEER: PGH/Dewberry Engineers Inc. DITCH IDENTIFICATION: Ditch 2B <ALIGNMENT> Hydrology Ditch Geom try Hydraulics Invert Area C Area C Area C Incr Total Tc Tc 10 yr 2yr 10 yr 2yr Bottom Depth Left Right Lining Lining inDitch Ditch 30yr 30yr 2yr 2yr Tractive Lining Lining Free- Capacity From Station To Station RT 1 0.9 2 0.5 3 0.3 CA CA 10 yr 2yr i i Q Q B Y Slope Slope Type Width Curve? Slope Depth Velocity Depth Velocity Force'Y' Adeq? Adeq? board Adeq? Upstream Downstream (acres) (acres) (acres) (min) (min) (in/hr) (in/hr) (cfs) (cfs) (ft) (ft) (H/V) (H/V) (ft) Rd (ft) (ft/ft) (ft) (ft/sec) (ft) (ft/sec) Ibs/fiz (MaxV) (Max Tallow) (ft) 028+00.00 028+50.00 529.56 524.36 0.032 0.90 0.000 0.50 0.056 0.30 0.046 0.046 5.00 5.00 6.64 5.04 0.30 0.23 1.00 1.00 2.00 2.00 2-EC-2 Ty2 3 0.045 NA 0.104 0.31 3.75 0.27 3.47 1.36 YES YES 0.69 YES 027+00.00 028+00.00 533.83 529.56 0.046 0.90 0.000 0.30 0.098 0.143 5.75 6.45 4.89 0.93 0.70 1.00 1.00 2.00 2.00 2-EC-2 Ty2 3 0.31 2.41 0.27 2.23 0.56 YES YES 0.69 YES 0.50 0.188 5.69 0.045 NA 0.043 4.79 1.36 1.03 1.00 1.00 2.00 2.00 2-EC-2 Ty2 3 0.045 NA 0.096 0.31 3.60 0.27 3.34 1.25 YES YES 0.69 YES 026+00.00 027+00.00 543.42 533.83 0.053 0.90 0.000 0.50 0.078 0.30 0.071 0.215 6.16 6.25 6.33 025+85.00 026+00.00 544.52 543.43 0.003 0.90 0.000 0.50 0.010 0.30 0.006 0.006 0.08 0.09 7.96 6.03 0.05 0.03 1.00 1.00 2.00 2.00 2-EC-2 Ty2 3 0.045 NA 0.073 0.31 3.14 0.27 2.90 0.95 YES YES 0.69 YES ions Ditch Computations LD_268 Dewberry- _ PROJECT: ACSA Avon Maintenance Facility COUNTY: Albemarle DATE: 9/29/2021 ENGINEER: PGH / Dewberry Engineers Inc. DITCH IDENTIFICATION: Ditch 3 <ALIGNMENT> Hydrology Ditch Geom try Hydraulics Invert Area C Area C Area C Incr Total Tc Tc 10 yr 2yr 10 yr 2yr Bottom Depth Left Right Lining Lining In Ditch Ditch 10 yr 10 yr 2yr 2yr Tractive Lining Lining Free- Capacity From Station To Station RT 1 0.9 2 0.5 3 0.3 CA CA 10 yr 2yr i i Q Q B Y Slope Slope Type Width Curve? Slope Depth Velocity Depth Velocity Force"T" Adeq? Adeq? board Adeq? Upstream Downstream (acres) (acres) (acres) (min) (min) (in/hr) (in/hr) (cfs) (cfs) (ft) (ft) (H/V) (H/V) (ft) Rd (ft) (ft/ft) (ft) (ft/sec) (ft) (ft/sec) (Ibs/ft2) (MaxV) (Max Tallow) (ft) 032+00.00 032+50.00 593.82 590.78 0.037 0.90 0.000 0.50 0.075 0.30 0.056 0.056 5.00 5.00 6.64 5.04 0.37 0.28 1.00 1.00 2.00 2.00 2-EC-2 Ty2 3 0.045 NA 0.061 0.29 2.80 0.25 2.59 0.76 YES YES 0.71 YES 3.53 0.25 3.26 1.22 YES YES 0.71 YES 031+00.00 032+00.00 0.057 0.90 0.000 0.50 0.230 0.30 0.120 0.120 5.00 5.00 6.64 5.04 0.80 0.61 1.00 1.00 2.00 2.00 2-EC-2 Ty2 3 0.045 NA 0.097 0.29 603.49 593.52 030+00.00 031+00.00 0.054 0.90 0.000 0.50 0.036 0.30 0.059 0.059 5.00 5.00 6.64 5.04 0.39 0.30 1.00 1.00 2.00 2.00 2-EC-2 Ty2 3 0.045 NA 0.087 0.29 3.35 0.25 3.10 1.10 YES YES 0.71 YES 612.21 603.49 , Ditch Computations F..:.' Dewberry® 2� ,.., PROJECT: ACSA Avon Maintenance Facility COUNTY: Albemarle DATE: 9/29/2021 ENGINEER: PGH / Dewberry Engineers Inc. DITCH IDENTIFICATION: Ditch EX-4 <ALIGNMENT> H r logy Ditch Geom try Hydraulics Invert Area C C Area C Incr Total Tc Tc 10 yr 2 yr 10 yr 2 yr Bottom Depth Left Right Lining Lining n Ditch Ditch 10 yr 10 yr 2 yr 2 yr Tractive lining lining Free- Capacity From Station To Station 1 0.90.5 3 0.3 CA CA 10yr 2yr i i Q Q B Y Slope Slope Type Width Curve? Slope Depth Velocity Depth Velocity Force"T" Adeq? Adeq? board Adeq? Upstream Downstream RT (acres) (acres) (min) (min) (in/hr) (in/hr) (cfs) (cfs) (ft) (ft) (H/V) (H/V) (ft) Rd(ft) (ft/ft) A (ft/sec) (ft) (ft/sec) Ibs/ftZ (MaxV) (Max Tallow) (ft) FArea 041+00.00 041+19.00 576.96 575.01 0.007 0.90 0.50 0.006 0.30 0.008 0.008 5.00 5.00 6.64 5.04 0.05 0.04 0.50 1.00 3.75 2.75 5-EC-3 Tyl 6 0.036 NA 0.103 0.76 7.14 0.68 6.66 2.54 YES YES 0.24 YES 5.00 0.50 1.00 3.75 2.75 NA 1 040+00.00 041+00.00 0.041 0.900.50 0.032 0.30 0.047 0.047 5.00 6.64 5.04 0.31 0.23 S-EC-3 Tyl 6 0.036 0.100 0.76 7.06 0.68 6.59 2.48 YES YES 0.24 YES 587.00 576.96 40. Ditch Computations _ y•,. LD-268 Dewberry �•e PROJECT: ACSA Avon Maintenance Facility COUNTY: Albemarle DATE: 9/29/2021 ENGINEER: PGH / Dewberry Engineers Inc. DITCH IDENTIFICATION: Ditch 6 <ALIGNMENT> H dr logy Ditch Geom try Hydraulics Invert Area C Area C Area C Incr Total Tc Tc 10 yr 2 yr 10 yr 2 yr Bottom Depth Left Right Lining Lining n Ditch4tc10 yr 10 yr 2 yr 2 yr Tractive Lining Lining Free- Capacity From Station To Station LT 1 0.9 2 0.5 3 0.3 CA CA 10 yr 2yr i i Q Q B Y Slope Slope Type Width Curve?Depth Velocity Depth Velocity Force"T" Adeq? Adeq? board Adeq? Upstream Downstream RT (acres) (acres) (acres) (min) (min) (in/hr) (in/hr) (cfs) (cfs) (ft) (ft) (H/V) (H/V) (ft) Rd(ft)(ft) (ft/sec) (ft) (ft/sec) Ibs/ftZ(MaxV) (Max Tallow) (ft) 010+00.00 011+44.00 572.76 573.25 0.160 0.90 0.016 0.50 0.197 030 0211 0.211 5.00 500 664 5.04 1.40 1.06 1.00 1.00 2.00 2.00 2-EC-2 Ty2 3 0.045 NA 0.16 0.47 0.29 0.66 0.03 YES YES 0.84 YES Dewberry Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.com I- rr O 0 Z Q W UW z� Q C C Q z �U W z Q 0- o L)� � > } L�//�� VJ z w 0 L U) W Z W � W - � O zz aCD (n 0 W QON 0) LU O� �� CL Q Uz W 0 Q< MW W SEAL 00"900 � `ygALlb ®y� ONYPENN OCC G�, U -d Lic. No. 037GY3 OC 10/05/22 4h aG111i NAL V14'0� SCALE REVISIONS 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description DRAWN BY APPROVED BY CHECKED BY DATE SPC KAP HCG OCTOBER 5, 2022 TITLE DITCH CALCULATIONS PROJECT NO. 50119298 C4018 SHEET NO. C C fL. 1 2 3 4 5 AP-PRH%0'�RAI Jl'AG� �WSEA�E \ 1 III I \ 1 / �111111 IVI\ \ \\ 1111 1 I \ 11 \ J I \\ \ \\�\ \� \\\\\\ \` / / I \\\\I)//_\ \ \II\\1\\\\llll\11\\ 1� I ► \\\\\ \IIIII I \\\\ /\ / I I I I I I 1 \ \ ,• / 1 I 1 \ \ �\ \ \ 1 1 \\ I l �\ \\\IIIII \\\ / I \\ \ 1 1 1 l6qti /)ll I I I I I I I III I I \ I \ z°y9T ^\\\ (D.B.4425 g8 \y TRV#8 INV-504. I \\\O \\\l\\ / I I \ \ _ \ \ \\ ///// LNE� SOI E�NErI RIP R P zo / �\ 71 w4=05.92It 62� \ APPI OX. 20' ACSA. \\ \\ \ Wv I \ \ \ \ \\\ \\ \\ 1 \ 2 A SA WATERL N \ \ \ \ \ \ \ \ 545 \ \ \ \ \ "C \ \ \ \ \ \ \ \ \ \ \\ \\ \\\ \ \\ \ \ \ p\ dE g T \ \ \ \ INV-508 62 i I \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ y^ \\ \ / WATERLINE\\ D. . 1817,rG 0 9 \ \ \\\ \ \ / / / / \ \ \ \ `\\-\-`�\ \ \ \ �. 1 1 OJIJI_\ I WMH \ \�\ \\�� \ \�\ \ P TH \ \ 7� 2„ CMP — �� \ J PATH \ \\ \ e �\ — I I I I I \ ' SE� \ �\T\�\ �\ ` \ I T \ ` �j T� � \�71 1IVP-509".8l- T \ \ \ \ \ \ \ \ \ \ \ \ \ \�_ \ \ \ \ \ \ T1 III / / /— \—\\\`\ \\ \ \ \ \ 15'SE K \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \PATH � \ \\ \ 0.0 \\\ 1,4 \�� \\ \ \ \ \ \\\ 1eXV I \\ \I r f_— 13 �SPNPVj 1 \IIII\\I I `-/G \ s \ \\ \ \ \ I 1 \\\\\NM \1)\l i / ,► \yr F I\\ \\ \ \■\ — T \ I CP� \1 II / \I1\\\IIII( \FE CEI \ a\ \ I\ \ ■ \\\ — — / 02 I \ S \ \ I \\ I/ \ \1 \ 0I�SPNP�� l \\ 1 I I I RWSA VI TANK WER \ Iiv \\\ \ \ I1 \ 11737 AVON/STREET EXT. \ %Q€ \\ \\\ \ — i STREE SIT 1739 VEXT \ \ \ 1 \\ \ \ PlPoOI L — \ \ \ \ \ \ \ \ \ \ \ ( It 111 \ \ I I - ' \ 1\\ 11�\\ \\ //,�5741 ` \ \\\�\\\\ �� / GPT / I 8 \ \ \ \\ �/ 01 ✓5 e/i gz �� j — — — — — _ — — —\\\` ✓ I \` \\\\ \ \\\ �j // ? �j// \ \\ )CHAIN LINK FENCEa it \5"9�IBAIIi \ W \ \ \ I I / \ \\ 1 1 I IIII 1 1 I\ 11 / T GRASS IR� AREA L L J/ / im �I 1� IRF �\\ ( I I I \\\\\\\\V\"� / STON ALL / 6' CHAIN LI K FENCE L/ \ PARKING LOT \ I / PARKI G / / / I I 1 6 \ 4 /// / LOB / / Il / / / 1111 1 I� IIII ll/�� `> llllllll II/� / REHABILITATION CE > 111/IIIIIs<< \\ \\ \ \\ I ( \ 1 (\\\\\ 11\\\ II IIII l 1 I ) \ NFTER It IIIIIf \ I //IIII IIII/ i/ ' I I I I (/I IIIII\ /I/111111<< /cs1Plll \\�Jr 1111((Jill K S rmW \ \\ \.It \. \ � � \ \ n 7 / _ l � I I I I � � 1 \) I ► )/� / //�l��lll�\\��\\�\ \ / � \, � /`\', 1\ l \ _ �' / ��j!//:� LEGEND � , � INLET DRAINAGE AREA 0on (T.) DRAINAGE AREA SYMBOL i Dewberry Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.com fz O I— p Z Q W >— Uw U z� 8 Q z �Q LU z Q 0- o p L� aC > Y Cn z w a 0, w VJ U) � W W �_ O z J o (n W Q _ O N O W m OL 5 LL IL o Q Uz J 0 Q /W W Q SEAL eo®QQo.s OC• Gg .fi CL' D 1 -a Ue. No 0370- OC -OA 10/05/22 [yh ^ an SCALE 0' 20' 40' SCALE: 1" = 40' REVISIONS m 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description DRAWN BY APPROVED BY CHECKED BY DATE SPC KAP HCG OCTOBER 5, 2022 TITLE INLET DRAINAGE AREA MAP PROJECT NO. 50119298 C4019 SHEET NO. 5 C N F., 1.5" SM-9.5A 6" 21-B AGGREGATE COMPACTED SUBGRADE TO 95% MAX. DRY DENSITY STD. PROCTOR PER ASTM D-698, METHOD D. (12" MIN. BELOW SUBGRADE) ASPHALT PAVEMENT SECTION 1 2 3 4 6" 4000 PSI 3" BM-25A CONCRETE D o N.T.S. 2% MAX. CROSS SLOPE TIE INTO EXISTING GRADE 8" AGGREGATE BASE (VDOT 21-B) 8" 21-B AGGREGATE COMPACTED SUBGRADE TO 95% MAX. DRY DENSITY STD. PROCTOR PER ASTM D-698, METHOD D. (12" MIN. BELOW SUBGRADE) CONCRETE SLAB SECTION COMPACTED SUBGRADE TO 98% MAX. DRY DENSITY STD. PROCTOR PER ASTM D-698. (12" MIN. BELOW SUBGRADE) TYPICAL CROSS SECTION - GRAVEL ROAD H2O LOAD RATED COVER AND FRAME. STANDARD4'MANHOLE. SEE WATER MANHOLE FRAME AND COVER DETAIL. FINISHED GRADE MIN. TO SPRINKLER RISER AT PROPOSED TENNIS BUILDING BUILDING. SEE PLUMBING FOR CONTINUATION. 1/4" PER FO( T 12" 1 CHECK VALVE W/BALL DRIP VALVE AND CONCRETE SUPPORT. LOCATED BALL DRIP AT LOW POINT IN LINE IN ORDER TO DRAIN LINE AFTER FIRE EVENT. Cll��il@I a' 24" 3'-0" GASKET CONFORMING TO ASTM C-443 - 6" D.I. PIPE .''J12" --i PRE -CAST CONCRETE SECTION FIRE DEPARTMENT CONNECTION OR FIRE DEPARTMENT VALVE. CITY OF CHARLOTTESVILLE C&O THREADS REQUIRED FOR FIRE DEPARTMENT CONNECTION 6" THICK X 18"0 NO PARKING IN CONCRETE FRONT OF FDC. ROADWAY MECHANICALLY RESTRAINED JOINTS (SEE SPECS) L-#57 WASHED NOTES: STONE 1. ALL SIAMESE CONNECTIONS MUST BE WITHIN 50 FEET OF A FIRE HYDRANT. 2. SIAMESE CONNECTION CAN BE ATTACHED TO BUILDING. CHECK VALVE W/ BALL DRIP NOT REQUIRED IF SIAMESE CONNECTION IS TIED DIRECTLY TO THE BUILDING. 3. PRECAST CONCRETE SHALL HAVE A MINIMUM STRENGTH OF 4,000 PSI. 4. ALL JOINTS, LIFT HOLES, INLETS, AND OUTLETS SHALL BE SEALED WITH NON -SHRINK GROUT INSIDE AND OUT. THE EXTERIOR SURFACE OF THE MANHOLE SHALL BE WATERPROOFED USING BITUMASTIC WATERPROOFING. 5. COATED STEPS ARE REQUIRED FOR MANHOLE DEPTHS GREATER THAN 4 FEET. 6. FIRE DEPARTMENT CONNECTION SHALL BE 5CLEAR OF LANDSCAPING. 7. PRE -CAST UNITS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM C890 FOR HS 20 LOADING AND MANUFACTURED IN ACCORDANCE WITH AASHTO M199 AND ASTM C-478. FIRE DEPARTMENT CONNECTION N.T.S. N.T.S TIE INTO EXISTING GRADE N.T.S. NO POST INDICATOR VALVE N.T.S. NOTES: 1. THE SEGMENTAL RETAINING WALL SYSTEM SHALL BE DESIGNED BY A LICENSED PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF VIRGINIA. 2. MODULAR RETAINING WALL SYSTEM SHOP DRAWINGS AND CALCULATIONS SHALL BE SIGNED AND SEALED BY THE PROFESSIONAL ENGINEER RESPONSIBLE FOR THEIR DESIGN. SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED TO DEWBERRY ENGINEERS INC. FOR REVIEW AND APPROVAL. 3. FOR UNITS TO BE EMBEDDED, COMPACT FILL IN FRONT OF UNITS AT THE SAME TIME THAT FILL BEHIND THE UNITS IS COMPACTED. 4. INSTALL #57 STONE IN A 2'-0" WIDTH DIRECTLY BEHIND THE WALL AND EXTEND STONE TO WITHIN 12" OF THE TOP OF THE WALL. DRAINAGE AGGREGATE SHALL NOT EXTEND BELOW FINAL GRADE IN FRONT OF THE WALL. 5. COMPACTION SHALL BE TO 95% OF MAXIMUM STANDARD PROCTOR DENSITY (ASTM D-698). 6. COMPACTION WITHIN 5 FEET OF WALL SHALL BE LIMITED TO HAND OPERATED EQUIPMENT. 7. GEOSYNTHETIC REINFORCEMENT SHALL BE PLACED WITH STRONGEST DIRECTION PERPENDICULAR TO WALL. FOLLOW GEOSYNTHETIC REINFORCEMENT MANUFACTURER'S INSTALLATION INSTRUCTIONS AND WRITTEN SPECIFICATIONS. 8. CONTRACTOR SHALL DIRECT SURFACE RUNOFF TO AVOID DAMAGING WALL DURING CONSTRUCTION. 9. FOLLOW APPLICABLE PROVISIONS OF THE MODULAR RETAINING WALL SYSTEM MANUFACTURER'S INSTALLATION INSTRUCTIONS AND WRITTEN SPECIFICATIONS. 10. COORDINATE MODULAR CONCRETE UNIT STYLE, PATTERN, AND COLOR WITH OWNER. VARIES MIN. MODULAR CONCRE CAP UNIT. ADHERE TO UNIT BELOW WITH 6" CONCRETE ADHESIVE. _jl 12' BACKFILL GEOSYNTHETIC REINFORCING. LENGTH, TYPE, AND SPACING BY MODULAR REINFORCED MODULA VDOT #57 STONE SEGMENTAL RETAINING WALL CONCRETE WRAP WITH SYSTEM MANUFACTURER FACING UNITS FILTER FABRIC L,2' 0" \j� REINFORCED BACKFILL MIN. COMPACT TO 95% OF MAXIMUM STANDARD J PROCTOR DENSITY (ASTM D-698) FILTER FABRIC — AROUND STONE VDOT #57 STONI FACE TYPICAL MODULAR CONCRETE CAP UNIT �-6" DIA. CORRUGATED, PERFORATED PLASTIC PIPE. PROVIDE OUTLET AT END OF WALL. SLOPE DRAIN 1/8" PER FOOT MINIMUM. WRAP PIPE IN FILTER FABRIC. PROVIDE 1/2" GALVANIZED STEEL WIRE MESH OVER END OF PII FACE TYPICAL MODULAR CONCRETE FACING UNIT MODULAR REINFORCED SEGMENTAL RETAINING WALL DETAIL N.T.S. FILL WITH NON -SHRINK HANDRAIL POSTS GROUT; AND SEAL CORE DRILL 05'— RETAINING WALL HANDRAIL POST FOUNDATION N.T.S. ' Dewberry Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.com O 2 Q rr Q W UW U z 0 a z �Z W Q 0 o O F > Z w a � rn o W r z z H W — _'j U) O W Z J Q o o Q z oN U m O� � CL 0 J Q Uz W0 J > CQ G MW W J Q SEAL *#"9404 `ygALlb ®y: OCC C,t• fi AN/y.YJ N IV P No.037GY3 OC 10/05/22 4h a�T.40NA L V014 SCALE REVISIONS 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description DRAWN BY NTF APPROVED BY KAP CHECKED BY ACO DATE OCTOBER 5, 2022 TITLE CONSTRUCTION DETAILS PROJECT NO. 50119298 C5m01 SHEET NO. 1 2 3 4 5 E GATE FENCE FENCE 3 Q6" SIDE VIEW TOP VIEW VHKItJ NOTES SIDE VIEW GATE MOUNTING POST FENCE LINE FENCE POST GATE MOUI`1 " ^^ T FENCE MOUNTING F DETAIL A w B ISO VIEW DETAIL B 8" THICK PLATE 8" BOLT 2"x2" TUBE TransPort cantilever gates are designed to meet all requirements of ASTM F2200, Safety mesh supplied but not shown for clarity. NOTICE TO PERSONS RECEIVING THIS DRAWING MlM TECHNICAL INFORMATION MCNstor Porheter Security USA Inc claMs proprletry rights to the naterld disclosed hereomPX Tins drawing ad/or techricol Information Is tssusn Inconfldence far engheering Information only and nnY not he reproduced or used to manufacture anything shown or referred to UNLESS OTHERWISE SPECIFIED TOLERANCES XJI 126 d .pp I X.XXX t Ae ANGLES d OS• FRACTIONS d 1/g SURFACE FINISH pgyypg COPLES VI1H ASIE YK514 - 1994 TRANSPORT II CANTILEVER GATE 6'-24 INCH E 3 THIRD ANGLE PRO.ELTIlN4VG GATE CREATED 7/19/2018 BRAWN BY nathan gES IQED BY nathan herein without ,Sect written permission from . AAA DOCUMENT ID USA the use rmc io VisAreHstordraw g an technical 7Ns drawing an /or tedwYcol Information Is the /Y,` TOP VIEW property of Aneistar Perhieter Security USA and Is loaned for nuhml assistance to be retu when Its purpose has been served ristar Perimeter Security USA In Tulsa BRAVING MINER (OLT ID) TRANSPORT II 6ft-24ft CLASSI 1. REFER TO GATE OPERATOR NOTES FOR ELECTRICAL AND OTHER CONTROLS TRANSPORT II CANTILEVER GATE 6'-241 N.T.S. CONTRACTOR IS RESPONSIBLE FOR A COMPLETE AND FUNCTIONAL GATE OPERATOR, INCLUDING ALL NECESSARY AND SPECIFIED CONTROLS. SAT138PHRP FBIR RUIOMONPUNEFJ36 DOOR KING PRODUCTS; EQUIVALENT PRODUCTS WILL BE CONSIDERED SUBJECT TO OWNER APPROVAL; Y/z HP VEHICULAR SLIDE GATE OPERATOR, 115 VAC, MAX. GATE WEIGHT 1,000 LB: MODEL # 9150-384 115 VAC - 3.3 AMP HEATER AND FAN KIT (FREEZE PREVENTION): PART # 1601-154 INFRARED THRU-BEAMS (TWO NEEDED), 50-FOOT MAX. SENSING DISTANCE: MODEL # 8080-050 SUPPORT POST CONTACT SENSOR, 5-FOOT EDGE: PART # 8080-070 TRANSFORMER (FOR THRU-BEAMS), 20-VA, 24-VOLT, AC OUTPUT: PART # 1804-059 ADDITIONAL CHAIN (20' LENGTH): PART # 2600-442 EXISTING LOOP DETECTORS TO REMAIN IN PLACE; REPLACE AT CONTRACTOR'S EXPENSE IF DAMAGED DURING CONSTRUCTION STARE STRAW BALES 10 MIL PLASTIC LINING A A VISIBLE SIGN coNart� HMT STAKE � o"° �I wns STRAW BALES 10 MIL PLASTIC A LINING T-- NATURAL GROUND aISA 1 SECTION A - A VISIBLE SIGN BELOW GROUND CCNCRETE STAKES wA9ma,T T— f.--- •PWm. AREA ,•Rin 10 MIL PLASTIC + /LINING NATURALGROUND SECTION A • A WOOD PLANKS ABOVE GROUND CONCRETE WASHOUT AREA N.T.S. Source: Ameristar 1 — �00-YR WSE = 532.05 TOP OF — 0 NCB WSE=531 94 INV = 531.9 .,\// L L <' Ar- /1 1-YR WSE 530.92 �. aL •j L, �. �< 3" ORIFICE • . 1 • L x. /. _ TOP OF ORIFICE Q • / I / < < L < INV = 530.25 '1 L .., ' .. L ' r •/ I • < .•. I . t / BOTTOM OF DITCH <. <"L L s INV = 530.00 20' SWM 2 - WEIR WALL 91 36" FOOTIN 1 8' O.C. NOM. (SEE NOTE 2) iI i ill NIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII��I I 1 %4' FORERUNNERTM RAIL (SEE CROSS-SECTION ON PANEL DRAWING) 3" x 12 ga. POST 1" x 14 ga. PICKET BRACKET OPTIONS PANEL BRA( SPECIALLY DESIGNED -POINT CONNECTION ENSL FIXITY OF RAIL ENDS INCREASED STREN INTERNAL RETAINING D VARIABLE PITCH CONNECTION SYSTEM F R EASE OF INSTALLATION, HIGH AN LE BIAS ABILITY AND ELIMINATIO OF fir UNSIGHTLY EXTERNAL FASTEN RS. LU sll,f ®vim o� UNIFORM ZINC COATI (HOT DIP GALVANIZED) o BASE MATERI UNIFORM ZINC COATI (HOT DIP GALVANIZED) ZINC PHOSPHATE CONVERSION COATII EPDXY BASE CC "NO -MAR" POLYESTER POWDER FINISH NOTES FORERUNNERT"" RAIL DOUBLE -WALLED "U"-CHANNEL SPECIALLY FORMED HIGH STRENGTH ARCHITECTURAL SHAPE N 1. POST SIZE DEPENDS ON FENCE HEIGHT AND WIND LOADS. SEE AEGIS IITM POST SIZING CHART. 2. PANELS ALSO AVAILABLE FOR 6' ON CENTER POST SPACING 3. ADDITIONAL HEIGHTS AVAILABLE ON REQUEST. 4. THIRD RAIL OPTIONAL. 5. VALUES SHOWN ARE NOMINAL AND NOT TO BE USED FOR INSTALLATION PURPOSES. SEE PRODUCT SPECIFICATION FOR INSTALLATION REQUIREMENTS. AEGIS II CLASSIC 2/3-RAIL N.T.S. - WIDTH VARIE; 3/8" SAWED JOINT X 3/4" DEPTH; FILL WITH SEALANT 'CONCRETE PAD WITH #4 REBAR SPACED AT 12" O.C. EACH WAY LIGHT BROOM FINISH < •'' a••• 6" COMPACTED AGGREAGATE BASES VDOT #21A ON COMPACTED _ SUBGRADE #4 DOWEL WITH STD. 900 HOOK AT 12" O.C. WITH 24" HORIZONTAL LAG 8„ CONTINUOUS #4 NOTES: 1. PROVIDE CROSS SLOPE: 1/5% MIN.; 2% MAX. 2. PROVIDE EXPANSION JOINTS @ 30'-0" MAX 3. PROVIDE TOOLED OR SAWED JOINTS @ 6-0" O.C. MAX CONCRETE DUMPSTER PAD PAVEMENT Source: Ameristar VDOT A-3 CONCRETE 4" TOP OF CURB 2" R 0% CROSS SLOPE is 1 t. 1 • • • •4 [lildill\I CURB CUT N.T.S. N.T.S. TOP OF CURB CONTINUE STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB Source: Dewberry Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 w .dewberry.com O 2 0 Z) cr Q Q W>— Uw z� Q � Q z �U wQ z 0- o � �> `, v) z Lij a z w Lu O I— zz a� o) U) 0 J Q z C, m O� �U EL Q Uz W 0 Ir Q Q 2E W In Q SEAL eo® 000 h `jf ALTjj 10 CL' /// D 1 �/y yJ N Mo.037023 OC 10/05/22 cr Ain aUT,FA -VAL VO4' � SCALE REVISIONS 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description NTF DRAWN BY KAP APPROVED BY ACO CHECKED BY OCTOBER 5, 2022 DATE TITLE CONSTRUCTION DETAILS PROJECT NO. 50119298 C5002 SHEET NO. 1 2 3 4 5 Dewberry C IC C F., JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, VARIES �10" �10'= 5 ' WATER SEWER 3 A 0 ce E LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS, WATER DR SEWER ONLY — 20' MINIMUM WATER & SEWER 30' MINIMUM ■ SEE PART 3, PARAGRAPH DI SEPARATION OF WATER & SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90" TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 TD-1 1" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL 1/8 BEND i� NOTE - NO SWEATED FITTNGS DUAL SERVICE 1" TYPE 'K' SOFT COPPER SINGLE SERVICE NOTE 1) SADDLES SMALL BE USED ON PVC PIPE. 36' MIN. Q (D O FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES 2' R- V COMPRESSION x 3/4 MALE PIPE COUPLING OR APPROVED EQUAL FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. CAST IRON LID FINISHED GRADE 16' METER Box �CGRPGRATION STOP 'a!?tNi.::t'r„" ,Yt..'%: .r 'C NECESSARY SAND OR DUST UNDER '9+.?",y j0{`r. -'' VDOT SPEC. 2W, N0. 57 BOX AND SETTER (2-INCH ,j:;t'+!!:;T.h AGGREGATE MINIMUM THICKNESS) '. 915-ir",%_'.�.a,, TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 111 METERS) NTS FIG. W-6A TD-10 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING B STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTA SOIL ACKFILL 4JMI a" a" MIN MIN. #68 STONE AS ACSA STABLE` SOIL OR ROCK' NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 1 6" PIPE SLOT (2 PLACES) [COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID 18" METER BOX 6" EXTENSION NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD-13 C NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES— VILLE THREADS WHICH IS 1 THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN — TO 10' (270•) 7 CU. FT. 4 f18--22"-VALVE BOX #TONE-\ 68 S i/ 6" GATE • •,.� VALVE i. 8" X 6„ TEE 250E P.S.I. CONCRETE : • , . 0/^ ;'w" �.`! BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 METER SIZE DIMENSION DIMENSION DIMENSION A B C 1 1/2' 3'1' 5'0' 3'8' 2' 3'1' 5'0' 3'8' 3' 5' MIN. 4' 5' MIN. 12' MIN. GREATER THAN 4' PROPOSALS WILL BE SUBMITTED, DOOR HINGES F- — — — — — — — — — — — — — - I I I I I I I I I I I I I I I I LIFT HANDLE L— — — — — — — — — -- TYPICAL METER VAULT N.T.S. FIG. W-7A TD-14 SIDE VIEW 75' DIAMETER DRILLED OLE FOR TOUCH READ NITS. TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH ?4' X 36' 4LUMINUM ACCESS LATCH • • 11�. �...•I. M.J. GATE VALVE WATER .41 i1 h I / d 11 h" LINE 2500 P. S.I. CONCRETE 4 2'x 2' BEARING AREA. THRUST BLOCK d a. A o a NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 p • q e' � 6" MIN. 6" MIN. q A. q . .. ... a ..A. � .. f� 60• _ I C q —17.5"� 37" MIN. 44' MIN. NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8. 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (1 1/2 11 METER) NTS FIG. W-7B TD-15 Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.com O 0 Q Q W > UW U z� Q Q z �z W Q 0— RI �`� _ U) D > } V//) U� z IJJ 0 d Z W W _J o I— zz a 0) CD Tn W zC C\j�Q �m O� U-o Q Uz J 0 Ir Q Q C G W m J Q SEAL e0®4'9004 h V urj, ®W eee D 1 -a Lic. No. 037GY3 OAN ONY NN 10/05/22 4h " a�1r."0'VA. L VO4 ro SCALE REVISIONS 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACID INITIAL SITE PLAN No. DATE BY Description NTF DRAWN BY KAP APPROVED BY ACID CHECKED BY OCTOBER 5, 2022 DATE TITLE CONSTRUCTION DETAILS PROJECT NO. 50119298 C5m03 SHEET NO. C C C i F • Dewberry Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.com rr O 2 I— Q rr- Q W UW U z C a z Er W Q o o F > r Z L1] (L o W z ::) W - r o -j z J Q o o Q Z oN U m O� �o CL J a Uz WO J > Q Q W m J Q SEAL e40q 900Pj 4 OCC G� fi D 1 IV P �/y.YJ N Mo.0370Y3 OC 10/05/22 4h a�T.�0-VA L V14 SCALE REVISIONS 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description DRAWN BY NTF APPROVED BY KAP CHECKED BY ACO DATE OCTOBER 5, 2022 TITLE CONSTRUCTION DETAILS PROJECT NO. 50119298 C5mO4 SHEET NO. 1 2 3 4 5 It Dewberry 2016 ROAD & BRIDGE STANDARDS C NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2 CONCRETE EIFTO BE CPRECALA.SS A3 IF CAST IN PLACE, 400D PSI3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH)IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5 CG-2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG-6 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, IN THE SECTION ON GS URBAN STANDARDS. 4_„-III �2" RADIUS 6" pe. '•ea D••.ep�'.•• .' SUR BASED \ se' se R SURFACE BASE SUBBASE CG-2 ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPECIFICATION `VDC3T REFERENCE STANDARD 6" CURB ROAD PND BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.01 2016 ROAD & BRIDGE STANDARDS C CC-12 A 05 DOWELS, 8" LONG PERMISSIBLE AT 12" C-C CON5-'I MIN. JONSTRUCTIOONN 12:1 MAX_ pp z y 121 MAX Bn mL i� RAMP RAMP (SEE TABLE) A (SEE TABLET TRUNCATED DOMES SEE SHEET 1 OF 5 FOR DETAILS OF ROADWAY CURB BACK OF CURB 20 1 z'MIN. SECTION A -A SECTION B-B NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1OF 5. THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 10 15 6 14 15 \VD❑T ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 1 REVISION DATE 203.07 07/16 /., 2016 ROAD & BRIDGE STANDARDS n CROSSWALK I I TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK 5'MIN A 12')- M0 CROS N �T i R F WITH BUFFER STRIP & WITHOUT BUFFER STRIP CG-12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION CROSSWALK wne--� �\ pERPENDICULIR CM y, \ WITMN THE MARKE[ 4x / G CROSSWALK AREA 4' BUFFER STRIP I�--�-�-- 5' SIDEWALK DIAGONAL PLACEMENT 481 MAX. F-LAN01NG 484 MAx 2016 ROAD & BRIDGE STANDARDS SPECIFICATION REFERENCE 105 502 2016 ROAD & BRIDGE STANDARDS CG-6 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB d GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB 8, GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB & GUTTER SHNI BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF R THE ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS. • D m Q A e . • O O Y O O O s o 0 0 > D D D D D IF THE BOTTOM OF THE CURB AND 6" 2'-0" GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A THIS AREA MAY BE CONCRETE MINIMUM DEPTH OF 7" AT THE OPTION OF THE CONTRACTOR IS MAINTAINED. SPECIFICATION `VD= REFERENCE COMBINATION 6" CURB AND GUTTER ROAD AND BRIDGE STANDARDS 105 REVISION DATE I SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 EDGE OF TRAVLED WAY 2016 ROAD & BRIDGE STANDARDS EDGE OF GRADED SHOULDER T-O" OFFSET MAXIMUM P TYPICAL INSTALLATION FOR SHARED -USE PATH WITH SHOULDER 2' x 2' DETECTABLE 2' x 5' DETECTABLE WARNING PANEL WARNING PANEL FACTORY EDGE TO FACTORY EDGE CG-12-INS 2" -0" MIN. T�' 2" ' CURB DASHED LINE o0000o eoo o00000 000 000 0000 oeeoa000aoouwaoaww 0000000 coo0000o00000c000000 oe000°o°oo 0000°000 0 o o o 0 0 EXAMPLE CUT PATTERN eeeeeoee 0000 0000 ee000eeeeeeeeeeeoeeeeeeooeep 0000000000000000000coo0000 0" OFFSET FROM 0 c o ee ecooe eoeooeoeoeoeoeoeoee000 oo00 0 BACK OF CURB 0000O o000 0 00000 oe 000eoe 0000000000000000000000000 00 oe000e000 eeeeee eoe 000 oo 00 00 0 0 0 00 0000000 00000000000000000000000. o0 000000 000000000°0° e90 eeeeeeo o 00000000 ee eeoe0000eoeeooeeeooe000 coo 00000000000000000000000 coo 0oo FACTORY EDGE TO ebeeeoeeoe eee000000000 ooee0000000 0000 0 00°0° o 0 FACTORY EDGE 000 oo oo oo F o cc .°°.° o ° oo.' ° NOTES o00000000000 2" MAXIMUM OFFSET o0 1. THE OFFSET OF THE DETECTABLE WARNING PANEL A7 THE LANDING CENTER FROM BACK OF CURB 000 oo o° oo o IS 2" MAXIMUM WITH A 0" OFFSET AT EACH END. OFFSETS GREATER THAN 2" AT CENTER OF LANDING o°co°o°°oo°oo°o ARE NOT PERMITTED AND REQUIRE THE DETECTABLE WARNINGS PANELS TO 000000ccoo °o°°o° BE CUT TO MATCH THE BACK OF CURB RADIUS. o°°oo°oo 0 0 0 ° 0 o CURB 2. JOINTS BETWEEN DETECTABLE WARNING PANELS SHALL BE FACTORY EDGES. o0 0o °o° CUT SIDES OF PANELS ARE NOT PERMITTED 70 ABUT ADJACENT PANELS. o00 3. ALIGNMENT OF DOMES ON ADJACENT PANELS THAT WILL BE MODIFIED TO FIT A RADIUS SHALL BE MAINTAINED WHEN FIELD MODIFYING DETECTABLE 0" OFFSET FROM WARNING PANELS. BACK OF CURB 4. PARTIAL DETECTABLE WARNING DOMES THAT ARE THE RESULT OF CUTTING PANELS SHOULD BE GROUND FLUSH WITH THE PANEL SURFACE. 5. GAPS BETWEEN ADJACENT DETECTABLE WARNING PANELS ARE NOT PERMITTED. 6. SEE PLANS FOR CROSSWALK MARKINGS, TURNING AREAS, ROUTE WIDTHS, GRADE CHANGES AND RAMP CONFIGURATIONS. TYPICAL INSTALLATION ON RADIUS (SIDEWALKS OR SHARED USE PATHS) SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. ��/D❑T REFERENCE CG-12 DETECTABLE WARNING SURFACE ROAD AND BRIDGE STANDARDS 05 DETECTABLE WARNING INSTALLATION 502 REVISION DATE SHEET 1OF 2 504 VIRGINIA DEPARTMENT OF TRANSPORTATION NEW 04/11 204.06 2016 ROAD & BRIDGE STANDARDS LU 10 mu/Au 61 t5mluur- 0 1 /AI14U/AmLj0 CG-12 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) NOTES: CUB WHEN REQUIED (CG-2GENERAL RRE YARDS) DETECTAB E WARNING SURFACER(AREA IN SQU 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAMP. 2. ALL DETECTABLE WARNING SURFACE PRODUCTS SHALL MEET THE REQUIREMENTS SIDEWALK OF SECTION THE SPECIFICATIONS FOR CG-12 DETECTABLE WARNING SURFACE. 48:1 MAX RAMP 12:1 MAX DETECTABLE WARNING SUFACE PRODUCTS USED SHALL BE FROM THE MATERIALS WA APPROVED PRODUCT LIST NUMBER 72. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4T 4. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED VCENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM 8 L MAX CONCRETE COVER 11/2". 101 5. ROADWAY CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB TYPE A RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. PERPENDICULAR 6. CURB RAMPS ARE REQUIRED FOR SIDEWALKS AND SHARED USE PATHS. THE WIDTH OF THE CURB RAMP SHALL MATCH SIDEWALK WIDTH. WHEN CURB RAMPS ARE USED IN 1. CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH y OF THE SHARED USE PATH. 5' MIN 7. DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH OF THE g.'o, i2:1 MAX CURB RAMP LANDING FLOOR. v 12- B. CURB RAMPS WILL BE INSTALLED AND LOCATED WITHIN PEDESTRIAN CROSSWALKS 121 MA AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. CURB RAMPS SHOULD BE BEHIND VEHICLE STOP LINES, LIGHT POLES, FIRE HYDRANTS, DROP INOT NLETS,E7CCATED TYPE B 9. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT PARALLEL THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. 10. DETECTABLE WARNING SURFACE PANELS SHALL BE INSTALLED FLUSH WITH 1 2-1 MAX THE BACK OF CURB. 12 1 MAX -W=W-117-- n. WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF CURB AT ENTRANCES y -I OR STREET CONNECTIONS THE DETECTABLE WARNING SURFACE SHALL HAVE = ** f LW=LL�16 - - EI 6 - 5' MIN * - A FACTORY RADIUS OR BE FIELD -MODIFIED AS RECOMMENDED BY THE - - -I-IT6111111111111II1�L-1 MANUFACTURER TO MATCH THE BACK OF CURB. SEE CG-12-INS PAGES 204.06AND 204.07 FOR METHODS OF INSTALLING DETECTABLE WARNINGS ON A RADIUS. 4•MIN AT , 2" HIGHER THAN EDGE OF PAVEMENT AT W.W. ,SAME AS TOP OF CURB TYPE C PARALLEL & PERPENDICULAR TRUNCATED DOME .6"-2.4" C-C o I O O O O O O z L d) O O O O O O O O O O 0 O O - O O O O O O O O O O O O -}F LANDING RAMP 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 + ? 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 iv c+ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 50X-65X OF BASE DIAMETER O O O O O O O O O O O O O O O TOP DIAMETER DETECTABLE WARNING AT BACK OF CURB SEE NOTE 11. 0.9"-1.4" I _ VARIABLE FULL WIDTH OF RAMP FLOOR _ IBASE DIAMETER PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETAIL DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL XVD❑T A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION CG-12 DETECTABLE WARNING SURFACE REFERENCE ROAD AND BRIDGE STANDARDS (GENERAL NOTES) 105 SHEET i IDES 1 REVISION DATE 502 204.01 04/19 VIRGINIA DEPARTMENT OF TRANSPORTATION 504 2016 ROAD & BRIDGE STANDARDS CG-12-INS DETECTABLE W MIN, EXAMPLE RADIAL INSTALLATION FACTORY EDGE TO FACTORY EDGE 2'x 3' DETECTABLE WARNING PANEL TYP. i DASHED LINE EXAMPLE CUT PATTERN / / I EXAMPLE BLENDED TRANSITION - - (NOT FOR USE IN NEW CONSTRUCTION FOR RETROFIT OR ALTERATIONS ONLY) NOTES 1. LOCATIONS WHERE THE DETECTABLE WARNING CANNOT BE INSTALLED WITH 2' x 3'DETECTABLE A MAXIMUM 2" OFFSET FROM THE BACK OF CURB SHALL HAVE A RADIUS TO WARNING PANEL MATCH RADIUS OF THE CURB. DETECTABLE WARNING PANELS SHALL HAVE A 2' x 3' DETECTABLE FACTORY RADIUS OR IF APPROVED BY THE ENGINEER MAY BE FIELD MODIFIED 2'x 4'OETECTABLE WARNING PANEL AS RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK OF CURB. WARNING PANEL Ir 2. JOINTS BETWEEN DETECTABLE WARNING PANELS SHALL BE FACTORY EDGES. CUT SIDES OF PANELS ARE NOT PERMITTED TO ABUT ADJACENT PANELS. - / 3. ALIGNMENT OF DOMES ON ADJACENT PANELS THAT WILL BE MODIFIED TO FIT A RADIUS SHALL BE MAINTAINED WHEN FIELD MODIFYING DETECTABLE � sw%e` WARNING PANELS. I�ae° 4. DETECTABLE WARNING PANEL SIZES SHOWN ARE FOR EXAMPLE \ PURPOSES. OTHER PANEL SIZES MAY BE USED IN ORDER TO MAINTAIN I j _ i CONSISTENT ALIGNMENT OF THE DOMES FOR EACH CURB RAMP LOCATION. FACTORY EDGE TO 5. BLENDED TRANSITION CURB RAMPS ARE FOR ALTERATION SITUATIONS DASHED LINE FACTORY EDGE WHERE STANDARD DIRECTIONAL CURB RAMPS ARE NOT FEASIBLE DUE TO SITE EXAMPLE CUT CONSTRAINTS. BLENDED TRANSITION CURB RAMPS ARE NOT PERMITTED PATTERN 2'x 3' DETECTABLE FOR NEW CONSTRUCTION. WARNING PANEL 6. PARTIAL DETECTABLE WARNING DOMES THAT ARE THE RESULT OF CUTTING PANELS SHOULD BE GROUND FLUSH WITH THE PANEL SURFACE. 7. GAPS BETWEEN ADJACENT DETECTABLE WARNING PANELS ARE NOT PERMITTED. B. SEE PLANS FOR CROSSWALK MARKINGS, TURNING AREAS, ROUTE WIDTHS, GRADE CHANGES, AND RAMP CONFIGURATIONS. XV00T A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS CG-12 DETECTABLE WARNING SURFACE SHEET 2 OF 2 REVISION DATE NEW 04/19 METHOD OF INSTALLING DETECTABLE WARNINGS ON A RADIUS VIRGINIA DEPARTMENT OF TRANSPORTATION 502 504 204. )7 2016 ROAD & BRIDGE STANDARDS Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.com O I- Q w `} Uw U z 0 a z crZ wQ ^ I..L I CI "�_ F i v! 7 W p d (1)Z W r z w Lo � (1)� O Z J o o U 4z/ ON 00 UU O LL CL o (� J Q Uz w0 J > Q Q Mw W Q SEAL 4'v"900 h `N f',ALIb 0A OCC G� fi D 1 �/y.YJ N �-a�'. , a Ua No. 0370Y3 OC 10/05/22 4h w -VA L S'14 T. SCALE REVISIONS 2 10/05/22 ACID FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description DRAWN BY NTF APPROVED BY KAP CHECKED BY ACO DATE OCTOBER 5, 2022 TITLE CONSTRUCTION DETAILS PROJECT NO. 50119298 C5mO5 SHEET NO. It Dewberry C C C 2016 ROAD & BRIDGE STANDARDS OF PERMISSIBLE CONST. JOINT FAp�G I/y WIDTH OF ENTRANCE- `�"AP FWROM #5 X 8" BARS a 12" C-C PROPOSED Fp ,i RqC, MIN. CONC. COVER 1%2' SIDEWALK (4" DEPTH) Cf p EXPANSION JOINT EXPANSION JOINT UNPAVED SPACE OR SIDEWALK- �/ I iv CG-12 DETECTABLE WARNING (W-29 FLOW LINE WIDTH Of,E7XPANSION F CG-13 II GUTTER JOINTI N ROADWAY PAY LINE HALF PLAN A FJ FACE OF CURB 6" ^ CLASS A3 CONC. NORMAL GUTTER ^ •�.. n. .e..o �•n: -r:. '-, o 0 0000 00000000 000 •O 0000 00 0000 0°0°0 o a000 0 0 0 0 0 0 �� 6" AGGREGATE TYPE ISIZE 21 B BASE 5' SECTION A -A • 5 X B" BARS 0 12" C-C PERMISSIBLE CONSTRUCTION JOINT CC-13 WIDTH OF NTI TR� LIMITS OF PED. Wy- LIMITS OF PED. ACCESS ROUTE ® - - - - ® ACCESS ROUTE UNPAVED SPAC NON -TRAVERSABLE UNPAVED SPACE PEDESTRIAN ACCESS ROUTE DETAIL ADDITIONAL RIGHT-OF-WAY IS REQUIRED IF THE LIMITS OF PEDESTRIAN ACCESS ROUTE © EXTEND BEYOND EXISTING OR PROPOSED VDOT RIGHT -OF WAY. ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE. FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS.IF ACCESS ROUTE IS ADJACENT TO BACK OF CURB, MINIMUM WIDTH SHOULD BE 6'. X IF PEDESTRIAN ACCESS ROUTES M ARE BEING PROVIDED, A MINIMUM 4' TRAVERSABLE WIDTH IS REQUIRED WITH MAX. 21.. CROSS SLOPE. NOTES' ).PROPOSED 7" SIDEWALK IS TO BE POURED MONOLITHICALLY WITH ENTRANCE OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 2.PROPOSED 7" SIDEWALK TO BE CLASS A-3 CONCRETE. 3. REQUIRED BARS ARE TO BE NO. 5X8" PLACED )'CENTER TO CENTER ALONG BACK OF CURB, MID -DEPTH OF SIDEWALK. MINIMUM CONCRETE COVER 1'/2". 4.ALL DETAILS AND DIMENSIONS NOT SHOWN ARE THE SAME AS STANDARD CG-9D. 5. THIS DESIGN MAY ALSO BE APPLIED TO OTHER ENTRANCE STANDARDS AS THE NEED ARISES. 6. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. 7.SEE STANDARD CG-12 FOR DETECTABLE WARNING DETAILS. 1 "• PERMISSIBLE CONSTRUCTION JOINT 2'-0" a..• 1l/z' MINIMUM 2'-0" CONCRETE COVER 6" AGGREGATE BASE 6" AGGREGATE BASE 6" AGGREGATE BASE TYPE I SIZE 21 B TYPE I SIZE 21 B TYPE I SIZE 21 B SECTION B B SECTION C-C SECTION D-D SPECIFICATION XV D❑T REFERENCE COMMERCIAL ENTRANCE ROAD AND BRIDGE STANDARDS 502 (HEAVY TRUCK TRAFFIC ANTICIPATED) REVISION DATE SHEET 1 of 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.10 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 9 a TRANSITION BETWEEN PIPE DIAMETERS WHEN DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. NOTES; SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF STRUCTURE. MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR CLASS Cl, EXCEPT THAT 257 OF COARSE AGGREGATE MAY BE UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE OF THE COARSE AGGREGATE SHALL REMAIN E%POSED. DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE - PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED - - INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES `VDOT STANDARD METHOD OF SHAPING SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE MANHOLE &INLET INVERTS 302 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. SHAPE TO� CONTOUR OF PIPE SLOPE TO DRAIN TO INVERT OF OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS SLOPE TO DRAIN TO INVERT OF OUTLET PIPE 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS MAX. 6'-0"-�}i-MAX. 6'-0"j GRIPPING RAIL SEE ROAD PLANSFOR RETAINING HR-1 �I I�4'/z" O.C. -Yq" NPS PIPE PICKET WALL DETAILS. 41/e" O.C.%" SOLID PICKET MAX. 6'-0"MAX. 6'-0"�I rR/'DIA SOLID STEEL SMOOTH �I ND TANDARDUND ROD (PIPE� OR /�(1 II II GROUNDING ELECTRODE RAIL EXPANSION JOINTS AT FE1' INTERVALS NOT EXCEEDING 3" MAX. 30 FEET. 1'-3" POSTS 2" MIN. NPS (2.375" O.D.) SCHEDULE 80 PIPE RETAINING WALL RAILS 2" MIN. NPS (2.375" O.D.) SCHEDULE 40 PIPE EXPANSION JOINT PICKETS Y," MIN. NPS (1.05" O.D.) SCHEDULE 40 PIPI OR s/" MIN. SOLID STEEL SMOOTH ROUND R HR-1 TYPE II PEDESTRIAN RAILING (FOR USE ALONG SIDEWALKS AND RAMPS) SEE ROADWAY PLANS OR TYPICAL SECTIONS 2" min. FOR DISTANCE TO 11/y" NPS SCHEDULE 40 PIPE SIDEWALK OR SHARED GRIPPING RAIL USE PATH. 12" 2'/i" min. SOLID STEEL ANCHOR BOLTS 4" O.C. (TYP.) i CONCRETE FOOTING TO BE DESIGNED BASED ON GRIPPING RAIL DETAIL SOIL CONDITIONS. 7 12" ANCHOR BOLTS (FOR USE ALONG SIDEWALKS AND RAMPS) MIN. GRIPPING RAL SHALL BE INSTALLED WHEN THE SIDEWALK OR RAMP GRADES ARE EQUAL EARTH FOUNDATION DETAIL RAILOWILLRER BETNCIDENTA. TO RTHE TCOST FG (FOR USE WITH TYPE II& IIIRALINGS) THE RALING. 3" MAX. ANCHOR BOLTS CONCRETE POSTEPS STS ' 1�/z" MIN. NPS (STE O.D.) SCHEDULE 80 PIPE RAILS 1%2" MIN. NIPS (1.90" O.D.) SCHEDULE 40 PIPE HR-1 TYPE I HANDRAIL (FOR USE ALONG STEPS) 3. ALL FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A307, MAX. 6'-0" MAX. 6'-0" ASTM A563, AND ASTM F844. ALL ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH AASHTO M314, GRADE 36. SEE ROAD PLANS 4'/2" O.C. Y'q" NPS PIPE PICKET 4 FOR RETAINING 4. A CHEMICAL ANCHOR SYSTEM FROM VOOT'S APPROVED MATERIAL 41/8" O.C. 5/e" SOLID PICKET 4" WALL DETAILS. LIST MAY BE USED IN LIEU OF CAST IN PLACE ANCHORS AND SHALL BE INCLUDED IN THE SHOP DRAWINGS. 5, POSTS SHALL BE MITERED TO MATCH GRADE OF RAMPS. SIDEWALKS, AND STEPS. I 6. HANDRAILS SHALL MATCH GRADE OF RAMPS SIDEWALKS AND STEPS. 7. ALL POSTS AND PICKETS SHALL BE SET PLUMB. I 8. RAILINGS SHALL BE GROUNDED AND EFFECTIVELY BONDED. I GROUNDING MATERIALS INSTALLATION TO BE IN ACCORDANCE WITH ST'D. FE-6. YAVAILABLE G SYSTEMS MAY BE USED IN LIEU 9 COMMERCIALLYLA I DESIGNING FABRICATING OFTHE RAILING. DOCUMENTATION FROM " ANCHOR THE MANUFACTURER VERIFYING THAT PROJECT REQUIREMENTS ARE RAIL EXPANSION JOINTS AT BOLTS MET WITH THE RAILING SYSTEM SHALL BE SUBMITTED WITH THE INTERVALS NOT EXCEEDING 3' MA% INSTALLATION DRAWINGS AND APPROVED BY THE ENGINEER IN 30 FEET. ACCORDANCE WITH NOTE 1. )'-3.. POSTS 2" MIN. NPS (2.375" O.D.) SCHEDULE 80 PIPE 10. HANDRAIL TO BE IN ACCORDANCE WITH THE LATEST EDITION OF RETAINING WALL RAILS 2" MIN. NPS (2.375" O.D.) SCHEDULE 40 PIPE THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. EXPANSION JOINT PICKETS : Yq" MIN. NPS 0.05" O.D.) SCHEDULE 40 PIPE 11. THIS HANDRAIL IS TO BE USED ONLY AS A PROTECTION FOR OR " MIN. SOLID STEEL SMOOTH ROUND ROD GROUNDING PEDESTRIANS AND SHOULD NOT BE PLACED IN ANY LOCATION HR 1 TYPE III BICYCLE RAILING ELECTRODE WHERE IT MIGHT BE SUBJECT TO ANY VEHICULAR IMPACT. FORU VEHICULAR PROTECTION STANDARD GUARDRAIL SHOULD (FOR USE ALONG SHARED USE PATHS SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. `vD❑T REFERENCE STANDARD HANDRAIL ROAD AND BRIDGE STANDARDS 105 105 METHOD OF LOCATING AND ERECTING REVISION DATE SHEET , OFT 238 504 VIRGINIA DEPARTMENT OF TRANSPORTATION 7/11 601.05 2016 ROAD & BRIDGE STANDARDS 1. NOTE: HANDRAIL AND ALL COMPONENTS SHALL BE POWDER -COATED FINISH, BLACK IN COLOR. SL-1 A NOTES: 1. T#5 BARS Q 8" C-C TYP. I I I 30" DIAMETER I IIIII • I I I TT I 1 1 I I I '. SECTION A -A A 2016 ROAD & BRIDGE STANDARDS STRUCTURE SIZE AND WALL THICKNESS VARIES OF BELOW 2. THE COST OF THE SL-1 IS INCLUDED IN THE COST OF THE STRUCTURE. 3. ACCESS OPENINGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE OTHER WHERE APPLICABLE. STEPS ARE TO BE STAGGERED ACCORDINGLY. 4. SAFETY SLAB MAY BE CASTHN-PLACE OR PRECAST. CAST -IN -PLACE CONCRETE TO BE CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE A4 (4000 PSI). REINFORCING STEEL TO BE IN ACCORDANCE WITH AASHTO M31. 5. ACCESS OPENINGS MAY BE 30" DIAMETER OR 30" SQUARE. WHEN STRUCTURE WIDTH IS LESS THAN 30" THE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WIDTH BY 30" LONG). P. SECTION B-B B SEE CAST IN PLACE DRAWINGS FOR FURTHER DETAILS # 5 BARS 0 B" C-C TYP. TYPICAL PRECAST UNIT xv=r TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS/ SPECIFICATION ROAD AND BRIDGE STANDARDS MANHOLES AND JUNCTION BOXES SHEET 1 OF 1 REVISION DATE 302 106.14 VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS N.T.S. Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.com O 1 Q W UW U z a z �Z W Q CI "�_ DE > cn Z W p a (n W r z D W L r r o LU Z J o -j a o ON U DO O� �� CL (� J Q UZ WO J > 5< L MW W J SEAL e'll4 h `yf(,ALI b ®y( OCC G�, U -a Uc.MD.0AN yPE C)C 10/05/22 4h wCN- SCALE REVISIONS 2 10/05/22 ACID FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description DRAWN BY NTF APPROVED BY KAP CHECKED BY ACID DATE OCTOBER 5, 2022 TITLE CONSTRUCTION DETAILS PROJECT NO. 50119298 C5mO6 SHEET NO. 1 2 PLANT SCHEDULE I O-YEAR CANOPY COVER KEY QUAN. NAME SIZE REMARKS CANOPY COVER SUB -TOTAL LARGE SHADE TREES AR 3 ACER RUBRUM OCTOBER GLORY 2 1/2" CAL. MIN. B*B 452 SF 1 ,35G SF OCTOBER GLORY RED MAPLE BN 4 BETULA NIGRA'HERITAGE' 2 1/2" CAL. MIN. B*B 4G4 SF 1 ,85G SF RIVER BIRCH I E QP 2 QUERCUS PRINUS 2 1/2" CAL. MIN. B*B 452 SF 904 SF CHESTNUT OAK I TA 3 TILIA AMERICANA'REDMOND' 2 1/2" CAL. MIN. B*B 222 SF GGG SF REDMOND LINDEN SMALL ORNAMENTAL TREES MV 3 MAGNOLIA VIRGINIANA 0-7HT. B*B 1 13 SF 339 SF SWEETBAY MAGNOLIA TOTAL TREE CANOPY: 5,12 1 SP SHRUBS IG 9 ILEX GLABRA'SHAM ROCK 3 GAL. CONTAINER 23 SF 207 SF SHAMROCK INKBERRY IV 11 ITEA VIRGINICA'HENRY'S GARNET' 3 GAL. CONTAINER G4 SF 704 SF SWEETSPIRE STREET TREES UA 4 ULMUS AMERICANA'PRINCETON' 2 1/2" CAL. MIN. B*B 464 SF 1,85G SF PRINCETON ELM J A u F., IRF TIE INTO EXISTING 5' WIDE SIDEWALK & ADD VDOT CG-12DETECTABLE WARNING SURFACE (TYP.) VDOT CG-13 COMMERCIAL ENTRANCE. COORDINATE WITH DESIGN OF AVON WIDENING JECT. CONTRACTOR TO VERIFY TIE IN LOCATION AND NOTIFY ENGINEER OF DISCREPANCIES. A TRV#6 LIMITS OF ALBEMARLE COUNTY STREET IMPROVEMENTS: CONSTRUCTION ANTICIPATED Q1 2022 N/F ALBEMARLE COUNTY SERVICE AUTHORITY D.B. 1089, PG. 670 PARCEL ID: 09100-00-00-001 EO ZONING: R1 RESIDENTIAL N/F DONALD W. SHIFFLETT D.B. 1074, PG. 400 -PARCEL ID: 09100-00-00-001F0 ZONING: R1 RESIDENTIAL 1729 AVON STREET EXT — — N/F ALBEMARLE COUNTY SERVICE AUTHORITY D.B. 1089, PG. 670 PARCEL ID: 09100-00-00-00lA0 ZONING: R1 RESIDENTIAL LINEWORK TAKEN FROM ALBEMARLE COUNTY PROPOSED STATE HIGHWAY PLANS PREPARED BY TIMMONS GROUP, DATED 01/27/2021 V" PP #AN28 N/F ALBEMARLE COUNTY SERVICE AUTHORITY D.B. 1089, PG. 670 PARCEL ID: 09100-00-00-001 BO ZONING: R1 RESIDENTIAL r DITCH 3 A TRV#8 N/F CREEKMILL LLC D.B., PG. PARCEL ID: 09100-00-00-002D3 ZONING: PD-SC PLANNED DEVELOPMENT SHOPPING CENTERS / \ 6' CHAIN LINK FENCE \BLACK 8' FENCE (TIGHT MESH) / / \ W/ 3-STRAND BARBED WIRE / \ \ OUTRIGGER. BURY FENCE ( 4BRIC MIN. 3" BELOW RWSA WATER TANK I i ( i CELL TOWER SITE BLACK ' DECORATIV / SE U CE (AMERI TAR AEGIS II) / \\ // ' 1Fr STALL2'WIDE - TRIPLE 4" � / r GP DOGWOOD _ _ We Q NCR CHANNEL FOR FH FMP GATE TO SLIDE 6' CHAIN LINK FENCE 4 30' WIDE ASPHALT M REPLACE GRAVEL ACCESS ROAD a FOR CELL TOWER TRV#5 SITE ACCESS 5'SETBACK Q 4 -It3F 4 1 5 � Dewberry' Dewberry Engineers Inc. I 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804)290-7957 Fax: (804) 290-7928 Iwww.dewberry.com I _ WMHH (W — N/F " )-1- DOMINION CRANE & RIGGING INC D.B. 1237, PG. 594 PARCEL ID: 09100-00-00-001D0 ZONING: LI LIGHT INDUSTRY 1745 AVON STREET EXT PARKING LOT U CHAIN LINK FENCE UNITED RENTALS DITCH LINE IR(' — j! J 7" GUM CARD READER TO n AUTOMATIC GATES 34' WIDE CAN DITCH LINE GATE; REFER TO BLACK 8' FENCE (TIGH �y DETAIL ON C5.02 MESH) W/ 3-STRAND BLACK 8' DECORATIVE BARBED WIRE OUTRIGGER. AREA COUNTED TOWARD SECURITY FENCE BURY FENCE FABRIC MIN. PARKING LOT LANDSCAPING (AMERISTAP AEGIS 11) 3" BELOW GRADE REQUIREMENTS 50' RIGHT OF WAY D.B. 360, PG. 185 LEGEND PROPOSED SHRUBS D.B. 348, PG. 104 TP TP TREE PROTECTION FENCE + PROPOSED LARGE SHADE TREE LIMITS OF DISTURBANCE PROPOSED TREE LINE 0 PROPOSED SMALL ORNAMENTAL TREE 012 30' WIDE ASI ACCESS 2 BN O 0 Z Q Lu U Lu U z r C Q z OCz w Q o "`� > cn z w ° z / W \ J O z J o F_ ¢ Z) Q Z _ O N O W m O2i LLo J Q Uz U LLJ J 0 Q Q LL1 W Q SEAL IJANICE M. CENA Lic. No. 001718 10/5/2022 SCALE 0' 15' 30' 60' SCALE: 1" = 30' REVISIONS 2 10/05/22 JMC FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY I Description JMC DRAWN BY JMC APPROVED BY JMC CHECKED BY OCTOBER5,2022 DATE TITLE LANDSCAPE PLAN PROJECT NO. 50119298 Ll 001 SHEET NO. 1 1 2 3 1 4 1 5 C WMH "ef', CQUCRETE PAD. 12" AROUND GAZED " 7IV —\ 41V a.......'..'..'. •.'. •. •.'.'.'.'.'.'.'.'.'....... . 191 7-1 I I i 5�.00 575.00 = 4n' 00 i i i i i i 1 N/F COUNTY OF ALBEMARLE C/O FINANCE I ADMINISTRATION RM 149 D.B. , PG. PARCEL ID: 09100-00-00-002EO ZONING: R15 RESIDENTIAL PRESENT USE: FIRE STATION/PUBLIC 1515 FOUNDERS PL " LIMITS OF DISTURBANCE SECURITY FENCE. REFE$IO-aE.TAJL S#€E-T- {.0i— TREE SAVE AREA — _ SEGMENTAL RETAIRNWWALL 10,400 ± SF MAX. HEIGHT = =(T*P-.) — — — p p 1 AR p 4C •❑� • D 110. I F x p �CA 0 0 p SWM 1 - STORMWATER BLACK 8' FENCE (TIGHT MESH) W/ 3-STRAND BARBED WIRE l OUTRIGGER. BURY FENCE I FABRIC MIN. 3" BELOW GRADE GABION WALL FENCE \ 24' WIDE ASPHALT ACCESS ROAD IIIIIIIIIIIIIIrN� ��-�././��,��„�, �1� • • ��®�®��.i��/,�,��,�,/�®' �� / IR6 J IRF I /., 100 \ v / ALL TREES SHALL BE PLANTED 1 /8 DEPTH 55 OF ROOT BALL ABOVE ADJACENT GRADES TO ALLOW FOR DRAINAGE AND SOIL SETTLEMENT. / NO SOIL SHALL BE PLACED ABOVE THE ROOT COLLAR. O-\ / BARK MULCH, 2" MIN. DEPTH. DO NOT PLACE / MULCH WITHIN 2" OF .001 TRUNK. LEGEND TP TP TREE PROTECTION FENCE — LIMITS OF DISTURBANCE PROPOSED TREE LINE AREA COUNTED TOWARD PARKING LOT LANDSCAPING REQUIREMENTS PROPOSED SHRUBS + PROPOSED LARGE SHADE TREE 0 PROPOSED SMALL ORNAMENTAL TREE BARK MULCH 2" MINIMUM DEPTH 2" EARTH SAUCER FINISHED GRADE - BACKFILL ALL SHRUBS SHALL BE PLANTED 4" MIN. ABOVE ADJACENT GRADES TO ALLOW FOR DRAINAGE AND SOIL SETTLEMENT. NO 501L SHALL BE PLACED ABOVE THE ROOT COLLAR. III=III=III=I I I 12" MIN. TYPICAL SHRUB PLANTING DETAIL N.T.S. 3" HIGH SAUCER BACKFI LL REMOVE ALL WIRE, TWINE, AND BUR- LAP FROM UPPER 112 OF ROOT BALL UNDISTURBED 5UBGRADE PLANTING HOLE MIN. 2 TIMES DIAMETER OF ROOT BALL TREE PLANTING N.T.S. II I 2 UA LANDSCAPE ALON(ISTREET FRONTAGE PER OR INANCE SECTION 32.7.9.5 CONCRETE SIDEWALK BLACK 8' DECO ATIVE SECURITY FEN E (AMERISTARAE IS II) >- CARD READ R FOR AUTOMATIC ATES n VDOT CG-1 COMMERCIAL N/F ENTRANCE. IE INTO COUNTY OF ALBEMARLE C/O FINANCE EXISTING E GE OF GUTTER ADMINISTRATION RM 149 m 34' WIDE C TILE GATE; REFBR T O t1 PARCEL ID: 9100 00-00-002EO DETAIL C%5.1GN ZONING: R15 RESIDENTIAL PRESENT USE: FIRE STATION/PUBLIC & 24" STOP S& SIGN WIDE STOP BAR 1515 FOUNDERS PL TIE INTO E ISTING 5' WIDE SIDEWALK ADD VDOT CG-12 DET TABLE WARNING S RFACE (TYP.) INSTALL 2' IDE CONCRET[VCHANNEL 2 FOR GATE 0 SLIDE (Str et Tr e END STATE MAINTENAN E SIGN BLACK 8' D CORATIVE ® SECURITY ENCE WV (AMERIST EGIS II) 8' FENCE (TIGHT IBL SH) W/ 3-STRAND 5 BARBED WIRE OUTRIGGER. BURY FENCE FABRIC MIN. 'BELOW GRADE STREET TREE REQUIREMENT SUMMARY LENGTH OF STREET ADJACENT TO PROPERTY= 170 FT REQUIRED NUMBER OF LARGE SHADE TREES AT (1) PER 50FT = 4 PROVIDED NUMBER OF LARGE SHADE TREES: 4 PARKING LOT LANDSCAPING SUMMARY PARKING LOT LANDSCAPING: A. 5% COVERAGE OF PAVED PARKING AND VEHICULAR CIRCULATION AREA PROPOSED PARKING/VEHIC. CIRC. AREA = 106,500 SF REQUIRED COVERAGE (5%) = 5,325 SF COVERAGE FROM PROPOSED LARGE/MEDIUM SHADE TREES = 5,121 SF COVERAGE FROM SHRUBS = 911 SF B. (1) LARGE OR MEDIUM SHADE TREE PER 10 PARKING SPACES PROPOSED TOTAL SPACES: 70 REQUIRED SHADE TREES: 7 PROVIDED SHADE TREES: 12 BRANCH HEIGHT (A.A.N. STANDARD) FINISHED GRADE TREE CANOPY SUMMARY REQUIRED TREE CANOPY FOR COMMERCIAL USE = 10% SITE AREA = (9.45AC) 411,642 SF SCARIFY WALL5 OF PLANT PITS EXISTING TREE CANOPY TO REMAIN = 83,600 SF X1.25= 104,500 SF PROPOSED ADDITIONAL TREE CANOPY = 5,121 SF TOTAL TREE CANOPY ((EXISTING CANOPY TO REMAIN-1.25) + PROPOSED ADDITIONAL TREE CANOPY) = 109,621 SF PROPOSED CANOPY = 26.6% ft Dewberry' Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804)290-7957 Fax: (804) 290-7928 www.dewberry.com O Q Z Q W i- U Lu C.)C z r Q z OTC wQ Z a_ C- o > cn z w - 0 3: w z w — j U) O 0 W z J Q o o H ¢ Z z O N O w m O2i 1 o J Q Uz U LLJ J 0 Q CQ LLI MG W Q SEAL OANICE M. CENA III No. 001718 10/5/2022 SCALE 0' 15' 30' 60' SCALE: 1" = 30' REVISIONS 2 10/05/22 JMC FINAL SITE PLAN 1 1 11/29/21 ACO INITIAL SITE PLAN No. DATE I BY I Description JMC DRAWN BY JMC APPROVED BY JMC CHECKED BY OCTOBER5,2022 DATE TITLE LANDSCAPE PLAN PROJECT NO. 50119298 Ll 002 SHEET NO. ELECTRICAL LEGEND 2 1 3 e ELECTRICAL NOTES: I E C C 411 UGE GENERAL: SYMBOL ITEM DESCRIPTION G1: THESE DRAWINGS ARE PART OF THE SITE PACKAGE OF DRAWINGS. REFER TO THE BUILDING PACKAGE FOR ADDITIONAL INFORMATION ON ITEMS RELATED TO THIS SITE THAT ARE NOT INCLUDED ON THESE DRAWINGS. LIGHT FIXTURE HEAD (USE LETTER DESIGNATION ADJACENT TO LIGHT FIXTURE AND LIGHT FIXTURE SCHEDULE TO DETERMINE THE EXACT X TYPE OF FIXTURE AND OTHER CHARACTERISTICS) G2: THESE DRAWINGS ARE GENERALLY DIAGRAMMATIC AND DO NOT SHOW ALL DETAILS REQUIRED FOR THE COMPLETE SYSTEM. THEY SHOULD HOWEVER BE FOLLOWED AS CLOSELY AS POSSIBLE IN THE GENERAL ARRANGEMENT AND LOCATION OF EQUIPMENT. ALL DIMENSIONS SHALL BE CHECKED AT THE BUILDING AND 0-0 SINGLE HEAD FIXTURE ALL STRUCTURAL AND FINISH CONDITIONS INVESTIGATED. THE CONTRACTOR SHALL ARRANGE HIS WORK TO MEET THESE CONDITIONS AND PROVIDE SUCH EQUIPMENT AND ACCESSORIES AS MAY BE REQUIRED. Y t � 0-0 DOUBLE HEAD FIXTURE G3: DO NOT COVER UP CONSTRUCTION UNTIL IT HAS BEEN REVIEWED BY THE ENGINEER AND THE ELECTRICAL � C INSPECTOR. G4: PROPERLY SUPPORT ALL WORK AND EQUIPMENT INSTALLED UNDER THIS CONTRACT PLUMB AND PARALLEL TRIPLE HEAD FIXTURE SEPARATED @ 120 DEGREES WITH BUILDING LINES. STUDY ALL GENERAL, STRUCTURAL, PLUMBING, HVAC, AND ELECTRICAL DRAWINGS, SHOP DRAWINGS, AND CATALOG DATA TO DETERMINE HOW EQUIPMENT, ACCESSORIES, PIPING, FIXTURES, AND RELATED ITEMS ARE TO BE SUPPORTED, MOUNTED, OR SUSPENDED. PROVIDE ALL BOLTS, INSERTS, PIPE STANDS, BRACKETS, STRUCTURAL SUPPORTS, AND ACCESSORIES FOR PROPER SUPPORT OF EQUIPMENT SWITCHED CIRCUITS FURNISHED UNDER THIS CONTRACT. UNSWITCHED CIRCUITS ARROWHEADS INDICATE HOMERUN CIRCUITS UNLESS OTHERWISE NOTED ON THE DRAWINGS UNDERGROUND ELECTRICAL ELECTRICAL ABBREVIATIONS: G5: COORDINATE THE ELECTRICAL WORK WITH ALL OTHER CONTRACTORS BEFORE BEGINNING WORK TO ENSURE THAT THE ELECTRICAL WORK DOES NOT INTERFERE WITH OTHER WORK. LINES WHICH REQUIRE SLOPE SHALL TAKE PRECEDENCE OVER ELECTRICAL WORK. COORDINATE THIS WITH THE PLUMBING, HVAC AND GENERAL CONTRACTORS. G6: NOTIFY THE ENGINEER IN WRITING IMMEDIATELY UPON DISCOVERY OF ANY DISCREPANCY OR POINTS OF CONFLICT IN THE DRAWINGS OR THE SPECIFICATIONS. THE ENGINEER WILL CLARIFY SUCH DISCREPANCY OR POINTS OF CONFLICT IN WRITING PRIOR TO THE PROGRESS OF THE WORK BEYOND THE POINT CONCERNED. G7: BEFORE INSTALLING EQUIPMENT, MAKE FIELD MEASUREMENTS TO ENSURE THAT ALL ITEMS OF EQUIPMENT FURNISHED WILL FIT INTO THE SPACE AS SHOWN ON THE DRAWINGS. WHERE EQUIPMENT WILL NOT FIT AS SHOWN ON THE DRAWINGS, PROVIDE A DRAWING TO THE ENGINEER FOR APPROVAL WITH A PROPOSED REVISED ARRANGEMENT BEFORE INSTALLING THE EQUIPMENT. G8: FEEDER CONDUITS AND BRANCH CIRCUIT ROUTING SHALL CONFORM TO THE DETAILS ON THE DRAWINGS AND A AMPS SPECIFICATIONS. COORDINATE ROUTING WITH THE WORK OF OTHER TRADES BEFORE AND DURING AFF ABOVE FINISHED FLOOR CONSTRUCTION. C CONDUIT CB CIRCUIT BREAKER G9: THE ARRANGEMENT, GROUPING, AND ROUTING OF BRANCH CIRCUITS SHALL BE PROVIDED AT THE CKT CIRCUIT CONTRACTOR'S DISCRETION IN ACCORDANCE WITH GENERALLY ACCEPTED PRACTICE FOR ELECTRICAL ECB ENCLOSED CIRCUIT BREAKER WORK, THE NATIONAL ELECTRICAL CODE REQUIREMENTS, LOCAL ORDINANCES, AND THE FOLLOWING: EGC EQUIPMENT GROUNDING CONDUCTOR EX EXISTING A) WHERE MULTIWIRE BRANCH CIRCUITS (MORE THAN ONE CIRCUIT PER CONDUIT) ARE INSTALLED, THE FDS FUSED DISCONNECT SWITCH CONTRACTOR SHALL INSTALL A DEDICATED NEUTRAL CONDUCTOR PER CIRCUIT PER NEC ARTICLE G GROUND CONDUCTOR 210.4. GC GENERAL CONTRACTOR GEC GROUNDING ELECTRODE CONDUCTOR B) MULTIPLE SINGLE -POLE BRANCH CIRCUITS (UP TO 3 HOTS, 3 NEUTRALS, 1 GROUND) RATED FOR GFI GROUND FAULT CIRCUIT INTERRUPTER 30-AMPS OR LESS MAY BE PULLED INTO A SINGLE RACEWAY. THE CONTRACTOR SHALL BE RESPONSIBLE GND MCB GROUND MAIN CIRCUIT BREAKER FOR SIZING THE RACEWAYS AND DERATING CONDUCTORS PER NEC ARTICLE 310.15. MCC MOTOR CONTROL CENTER MDP MAIN DISTRIBUTION PANEL C) THE USE OF MULTIPOLE BREAKERS TO SERVE MULTIWIRE BRANCH CIRCUITS IS NOT ALLOWED. MLO MAIN LUGS ONLY NEC NATIONAL ELECTRIC CODE D) BRANCH CIRCUIT AND FEEDER CIRCUIT SHALL BE ROUTED OVERHEAD UNLESS PRIOR APPROVAL HAS NFDS NON -FUSED DISCONNECT SWITCH BEEN GRANTED BY THE ARCHITECT AND ENGINEER. NTS NOT TO SCALE LED LIGHT EMITTING DIODE E) A GROUND CONDUCTOR SHALL BE PROVIDED IN ALL RACEWAYS UNLESS NOTED OTHERWISE. PNL PANEL G10: EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL RECPT RECEPTACLE BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM LION UNLESS OTHERWISE NOTED ADJOINING RESIDENTIAL DISTRICTS AND ADJACENT ROADS. THE SPILLOVER OF FROM LUMINAIRES ONTO V VOLTS PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED VA VOLT-AMPERES ONE-HALF FOOTCANDLE. XFMR TRANSFORMER SITE LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION SIZE MOUNTING MANUFACTURER LAMP NOTES VOLTAGE VA RECTANGULAR ARM MOUNTING, 36 LEDS, 4000K COLOR TEMPERATURE 11-1/4' WIDE BEACON PRODUCTS LED - 4000 K. 70CRI S1 70 CRI. TYPE III DISTRIBUTION. DARK BRONZE GLOSS SMOOTH FINISH. 16 3W LONG MOUNTED ON 26 SQUARE STEEL FIXTURE: VPS-36L-80-4K7-3-UNV-A-DBS-7PR-TL-BC 9206 DELIVERED LUMENS 1 277 80 PHOTO CONTROL. BACKSHIELD 4-118' HIGH POLE: SSS-B-25 40-A -1-B3-DBS-UL 114 LPW, 102 BUG RECTANGULAR ARM MOUNTING. 36 LEDS, 4000K COLOR TEMPERATURE 11-1/4' WIDE BEACON PRODUCTS LED - 4000 K, 70CRI S2 70 CRI TYPE III DISTRIBUTION, DARK BRONZE GLOSS SMOOTH FINISH, 16-3J4' LONG MOUNTED ON 25 SQUARE STEEL FIXTURE VPS-36L-80-4K7-3-UNV-A-DBS-BC 9206 DELIVERED LUMENS 277 80 BACKSHIELD 4-116" HIGH POLE SSS-B-25.40-A -1-B3-DBS-UL 114 LPW, 102 BUG RECTANGULAR ARM MOUNTING, 36 LEDS. 4000K COLOR TEMPERATURE 11-1/4' WIDE BEACON PRODUCTS LED-4000 K. 70CRI S3 70 CRI, TYPE IV DISTRIBUTION, DARK BRONZE GLOSS SMOOTH FINISH, 16-3J4' LONG MOUNTED ON 25 SQUARE STEEL FIXTURE: VPS-36L$0.4K7.4F-UNV-A-DBS-BC 9052 DELIVERED LUMENS 277 80 BACKSHIELD 4-11W HIGH POLE: SSS-8-25.40-A-1-B3-DBS-UL 112 LPW, 102 BUG RECTANGULAR ARM MOUNTING. 36 LEDS, 4000K COLOR TEMPERATURE 11-1/4' WIDE BEACON PRODUCTS LED - 4000 K. 70CRI S4 70 CRI. TYPE IV DISTRIBUTION, DARK BRONZE GLOSS SMOOTH FINISH 16-3J4' LONG MOUNTED ON 25 SQUARE STEEL FIXTURE: VPS-36L-80-4K7-4F-UNV-A-DBS 9052 DELIVERED LUMENS 277 160 4-118' HIGH POLE SSS-B-25-40-A -1-B3-DBS-UL 112 LPW. 102 BUG RECTANGULAR ARM MOUNTING, 36 LEDS. 4000K COLOR TEMPERATURE 11-1/4' WIDE BEACON PRODUCTS LED - 4000 K. 70CRI S5 70 CRI. TYPE IV DISTRIBUTION. DARK BRONZE GLOSS SMOOTH FINISH 16-314' LONG MOUNTED ON 25 SQUARE STEEL FIXTURE. VPS-36L-80-4K7-4F-UNV-A-DBS 9052 DELIVERED LUMENS 277 240 4-118" HIGH POLE SSS-B-25AO-A -1-B3-DBS-UL 112 LPW. 102 BUG GENERAL NOTES 1 CONTRACTOR SHALL PROVIDE RECTANGULAR ARM FOR FIXTURE A ' 2. VERIFY FIXTURE 6 POLE FINISHES WITH OWNER 3 ALL FIXTURES SHALL BE DLC CERTIFIED KEYED NOTES ' 1 PROVIDE FIXTURE WITH 7-PIN RECEPTACLE WITH TWIST -LOCK PHOTO CONTROL P1: BRANCH CIRCUIT WIRING SHALL BE NO. 12 AWG UNLESS OTHERWISE NOTED. CONDUCTOR AND RACEWAY SIZE SHALL BE USED FOR THE ENTIRE CIRCUIT. P2: WHERE THE CONDUCTOR LENGTH FROM THE PANEL TO THE FIRST DEVICE ON A 120V BRANCH CIRCUIT EXCEEDS 50 FEET, BRANCH CIRCUIT CONDUCTORS SHALL NOT BE SMALLER THAN #10 AWG TO THE FIRST DEVICE OR LIGHT FIXTURE. P3: WHERE THE CONDUCTOR LENGTH FROM THE PANEL TO THE FIRST LIGHT FIXTURE ON A 277V BRANCH CIRCUIT Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.com rr O Q rr- w U_w a a \ U a z frZ � "�_ > w Q H rn Cn z m a F_ w z `,I„ I 2Z x un � vim) O W Z Z o O o Q o N a U W m 02 0 J Q UZ J o Q CQ LU m J Q SEAL 0 1NILLIAM A. 7 KEMP Lic. No. 054535 �S 1 iS 7- SCALE REVISIONS No. I DATE I BY I Description EXCEEDS 125 FEET, BRANCH CIRCUIT CONDUCTORS SHALL NOT BE SMALLER THAN #10 AWG TO THE FIRST LIGHT FIXTURE. DRAWN BY KBH LIGHTING: APPROVED BY WAK CHECKED BY JGW L1: LIGHTING FIXTURE CATALOG NUMBERS ARE INDICATIVE OF THE STYLE OF FIXTURE REQUIRED. CONTRACTOR SHALL PROVIDE FIXTURES WITH THE PROPER TRIM, VOLTAGE AND OPTIONS NECESSARY FOR INSTALLATION. AUGUST 19, 2022 DATE TITLE ELECTRICAL LEGEND, NOTES, ABBREVIATIONS, AND SCHEDULE PROJECT NO. 50119298 E0001 SHEET NO. 1 7 '2 d F C Al E4 W. G 11 Dewberry' Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.com rr 0 2 I— Q rr- W Uw a a >U a z crZ � "� > W Q H � � rn Cn Z m_ a W W Z w = x z o -,j im) v O w ZZ W oa o N a U W m 02 o J a UZ J 0 Q Q W m J Q SEAL o MWAM A. KEMP y Lic. No. 054535 SCALE 0' 15, 30' 60' SCALE: 1" = 30' iEVISIONS No. DATE I BY I Description DRAWN BY KBH APPROVED BY WAK CHECKED BY JGW DATE AUGUST 19, 2022 TITLE ELECTRICAL SITE LIGHTING PROJECT NO. 50119298 El 001 SHEET NO. 1 7 '2 d R C Al Ed W. G 11 Dewberry' Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.com rr 0 2 I— Q rr- W Uw a a >U a z crZ � "� > W Q H � � rn Cn Z m_ a W W Z w = x z o -,j im) v O w ZZ W oa o N a U W m 02 o J a UZ J 0 Q Q W m J Q SEAL o MWAM A. KEMP y Lic. No. 054535 SCALE 0' 15, 30' 60' SCALE: 1" = 30' iEVISIONS No. DATE I BY I Description KBH DRAWN BY WAK APPROVED BY JGW CHECKED BY AUGUST 19, 2022 DATE TITLE ELECTRICAL SITE LIGHTING PROJECT NO. 50119298 El ■02 SHEET NO. 1 7 4 d F C Al E4 W. G Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.com rr 0 2 I— Q rr- W Uw a a >U a z crZ � "� > W Q H � � rn Cn Z m_ a W W Z w 2 x z o -,j v1) O w ZZ W 1 o¢ o N a U W m 02 o J a UZ J 0 Q Q W m J Q SEAL o MWAM A. KEMP Lic. No. 054535 t_ S/1B1z2- SCALE 0' 15, 30' 60' SCALE: 1" = 30' 9EVISIONS No. DATE I BY I Description DRAWN BY KBH APPROVED BY WAK CHECKED BY JGW DATE AUGUST 19, 2022 TITLE ELECTRICAL SITE LIGHTING PHOTOMETRICS PROJECT NO. 50119298 El m03 SHEET NO. 1 7 4 d r� C C Ed W. I" It Dewberry' Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.com rr 0 2 I— Q rr- W Uw a a >U a z crZ � "� > W Q H � � to Cn Z m_ a W W Z w = x z o -,j U) O w ZZ W oa o N a U W m 02 � J Q UZ J 0 Q Q W m J Q SEAL o WILLIAM A. L7 KEMP Lic. No. 054535 � / I /2Z-�149` SCALE 0' 15, 30' 60' SCALE: 1" = 30' 3EVISIONS No. DATE BY Description DRAWN BY APPROVED BY CHECKED BY DATE TITLE KBH WAK JGW AUGUST 19, 2022 ELECTRICAL SITE LIGHTING PHOTOMETRICS PROJECT NO. 50119298 El m04 SHEET NO. 1 9 q d R C Al Ef W. G 10 Dewberry' Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.com rr 0 2 I— Q rr- W Uw a a >U a z crZ � "� > W Q H � � rn Cn Z 00 a W W Z `,I„ I = x -ij im) v O w Zz W o o ¢ o N a U W m 02 o J a Uz J o Q Q W m J Q SEAL o MWAM A. KEMP y Lic. No. 054535 SCALE 'IONS No. DATE BY Description KBH DRAWN BY WAK APPROVED BY JGW CHECKED BY AUGUST 19, 2022 DATE TITLE ELECTRICAL SITE DETAILS PROJECT NO. 50119298 E6.01 SHEET NO. 1 2 3 4 5 E C C I� W O�PEA n. 90 VIPER S SMALL VIPER LUMINAIRE FEATURES • Small size companion to Viper Large • Wide choice of different LED wattage configurations • Nine optical distributions • Designed to replace HID lighting up to 40OW MH or HPS • Suitable for wet locations C US see Cedla Specifications DATE: LOCATION: TYPE: S1 PROJECT: CONTROLTECHNOLOGY NXINTELLGEENNCCEE wscAw energeni 51te5tj SPECIFICATIONS CONSTRUCTION ELECTRICAL (CONTINUED) • Corrosion resistantdie-cast aluminum Component -to -component widn within the 9 housingwith powder coat paint finish rated P P luminalre may car no more than 80%of Y carry for 1000 hour salt spray. rated load and is certified by UL for use at • External hardware is corrosion resistant 600VAC at 90°C or higher • Plugdisconnects are certified b UL for use Y OPTICS at 600 VAC, 13A or higher. 13A rating applies • Cartridge Is held together with Internal brass 9 to rime, (A Cl primary C) side only standoffs soldered to the board so that it can be field replaced as a one-piece optical • Fixture electrical compartment contains all system LED driver components • One-piece silicone gasket ensures a • Optional Tian ANSI C136.41-2013 Twist - weatherproof seal around each Individual optic Lock® photo control receptacle available. P P Compatible with ANSI C736.41 external • One-piece optical cartridge system wireless control devices consisting of an LED engine, optics, gasket and stainless steel bezel • Surge protection: 20kA INSTALLATION • LReshield" Circuit (see Electrical Date • Mountingoptions for horizontal arm vertical p CONTROLS tenon or traditional arm mounting available. . Available with an optional passive Infrared Mountinghardware Included (PIR) motion sensor capable of detecting ELECTRICAL motion 360' around the luminaire. When no • Luminaire accepts 100V through 277V, 347V motion is detected for the specified time, the or 480V input SO Hz to 60 Hz (UNV) motion response system reduces the wattage to factory preset level, reducing the light • Ambient operating temperature -40'C to 2S•C level accordingly. When motion is detected • Power factor is 2.90 at full load by the PIR sensor, the luminaire returns to full wattage and full light output Please contact • Dimming Drivers are standard and dimming Beacon Products if project requirements vary leads are extended out of the luminaire from standard configuration unless control options require connection to the dimming leads. Must specify if wiring Available with Eneroenl for optional set leads are to be greater than the 6" standard. dimming, timed dimming with simple delay, or timed dimming based on time of night STRIKE 0 RELATED PRODUCTS 3 8 Viper Large 0 `i. CONTROLS (CONTINUED) • In addition P Viper can be specified with doP SlteSvnc" wireless control system for reduction in energy and maintenance costs while optimizing light quality, 24/7 P 9 9 q tY g • Please consult brand or sales representative when combining n ri n e co b a deectcaotios 9P - r (b as some combinations may P not operate as N i anticipated depending on your application CERTIFICATIONS I� L • DLC®® Desi nLi hts Consortium ( 9 9 ) Qualified. Please refer to the DLC webslte for speclflc product quallflcatlons at www.designlights.org • Certified to UL 1598 and UL 8750 • 3G rated for ANSI C136.31 high vibration applications with MAF mounting • This product qualifies as a "designated country construction material' per FAR 52.225-11 Buy American -Construction Materials under Trade Agreements effective 04/2312020. See Buy American Solutions. WARRANTY • S year warranty • See HLI Commercial and Industrial Outdoor Lighting Warranty for additional information KEY DATA Lumen R4npe Wattage, Rnnge EM etc14 Range OW) 4,045-16,216 39-136 100-124 Reporlad Uk lHourB) Input Curran Range (Amps) L70>60,000 0.1-1.1 Page IM Rev. 02n6/22 020M Beacon Frotlucts, a division of Hubbell Lighting, Inc Specifications subject to change without node. IItBB01 HUBBELL BFA-VIPER-SSPEC 701 Millennium Boulevartl•Greenville, 5C 29607/ Tel 864.6]8.1000/Weddle www.beacomeroduce.com Lighting OBE/SON VIPER S SMALL VIPER LUMINAIRE ORDERING GUIDE CATALOG # VPS VPS - %1.'isS11lI 24L-39 39W, LED array 24L-55 55W LED array 36L-65 65W LED array kIL-W -Ts7T T' w a, 310 3000K 70 CRI #CT-400CR:7ti'Oq 5K7 5000K,70CRI 4BL-110 110W LED array 6OL-136 136W LED any DATE: LOCATION: TYPE: S1 I PROJECT: FR Type WFront Row 2 Type 2 4F(formerly 4) Type 4W Type Wide Soo Type 50M SR Type 5R (rectangular) SW Type 5W (round wide) TIC Tennis Court CR Corner Right CL Corner Left B 1 to L Opflc rotation lefts 347 347V R Optic rotation ifi 480 4BOV B A3 A4 AS MAF Rectangular Arm (formerly RA) for square or round pole Ann for round pole 3.5"-4.13'GO Arm for round pole 4.18'-525"OD Arts for round pole 5.5'-5.5'OD Mast An Fitter (formerly SF2) for BLT BLS DBT Black Matte Textured Black Gloss Smooth Dark Bronze Matte Textured Dark Bronze Gloss Smooth NXWE NXSPW_F WIR SWP SWPM_F NX Wireless Enabled (module +radio) Nx Wireless, PIR Dec Sensor, Daylight Havesung7 Wireless Controls WSCAPE SteSync Pre-Commissionl4 SlteSync Pre -Commission w/SensorL24 2WOD horizontal an GTT Graphite Matte Textured ENERGENI' K Knuckle (formerly PK2) limit o 30° LGS Light Gloss Smooth 7PR 7-Pin Receptacle only y(shorting cap, photo central, or wireless control arm tiitor2gfi"OD horizontal aarm or PISS Platinum Silver Smooth provided by omens) vevical tenon WHT White Matte Textured 7PR-SC 7-Pin Receptacle w/Shomng Cap WB Wall Bracket WHS White Gloss Smooth ')pit. 7-Pin Receptacle w/iwist4_oclF photo control AD Universal Ann for square pole VGT Verde Green Textured AD3 Adapter for 2.4"-4.1'round pole • BTs_F Bluetaom Programmed], PIR Occupenry/DayIIght Sensor, 36T lens' AD4 Adapter for 4.2"-5.3" round pole CC Custom Color BTSO_F Bluetoom PmgTa mble,HROcawncyAemor, aYightS360'lers, uptol2' ADS Adapter for 5.5"-5.9' round pole mounting height° ADS Adapter for 6.0'-6.5"round pole NXSP_F NX, PIR Os. Sensor, Daylight Harvesting' SCP/_F Programmable Occupancy Sensor wl daylight control' ze ® Backshield (avillabiefor FR, 2, 3, 4, 4W Optics) CD Continuous Dimming F Fusing TB Terminal Block 91M St" ACOef4eda ilOtlaWp At fti Notes: 1 Not avallable Whim other wireless control or sensor options ❑ HSSNP-S/90-FB/)= 91 shield front or back ❑ VPL.AD-RPA3 2.4"-4.1'Round Pole 2 Specify mounting height 8 = 9 or less, 40=W to 30' Adapter for AD an 3 Steady routine setting case (example GENF04). See ENERGENI brochure and ❑ HSSNP-s/90-LR/)= 90"shleld left or right Instructions for setting table and orders. Net available with sensor or Solari, options ❑ VPL-AD-RPA4 4.7-5.3'ROund Pole 4 Specify group and zone al of order. See www.hubbellllahtimucoMsttedomd for ❑ HSS1VP-S/270-FB/100( 270°shteld front or back Adapter for AD arm further details. Order at least one SKeSync Interface accessory 5WU56 or SWrAB. Each option contains SiteSync License, GUI, and Bridge Node ❑ HSS1VP-S/270-LR/)00( 270° shield left or tight ❑ VPL-AD-RPA5 5.5"-5.9"Round Pole 5 Only available with FR, 2, 3,4,4W and SR distributions Adapter for AD an 6 Specify mounting height 8=8, 30=30 ❑ HSSNP-S/360l Full shield ❑ VPL-AD-RPA6 6Z-65"Round Pole 7 Replace' -"will I4 for up to W mounting height'40F' for 15AU mounting height ReplaceXXX with moral for desired finish color Refer to page AdaplerforADann 6 Replace' -• wM 9T lor up to 12' mounting height 8 for shield Images. Odesign. AP0 VIPER S SMALL VIPER LUMINAIRE FEATURES • Small size companion to Viper Large • Wide choice of different LED wattage conflguratlons • Nine optical distributions • Designed to replace HID lighting up to 40OW MH or HPS • Suitable for wet locations � ��AM ERICAN r SOLUTIONS CONTROLTECHNOLOGY DATE: LOCATION: TYPE: 52 PROJECT: N�eNyI DISTRIBLITED' 1\/I INTELLIGENCE wiSCAPE energeni 51te5ync� SPECIFICATIONS CONSTRUCTION ELECTRICAL (CONTINUED) • Corrosion resistant,die-cast aluminum Component -to -component wirin within the 9 housing with powder coat paint finish rated luminalre may carry no more than 80%of for 1000 hour salt spray. rated load and is certified by UL for use at • External hardware is corrosion resistant 600VAC at 90°C or higher Plug disconnects are certified by UL for use OPTICS at 600 VAC, 13A or higher. 13A rating applies • Cartridge Is held together with Internal brass to primary (AC) side only standoffs soldered to the board so that it can be field replaced as a one-piece optical • Fixture electrical compartment contains all system LED driver components • One-piece silicone gasket ensures a • Optional 7-pin ANSI C136.41-2013 Twist - weatherproof seal around each Individual optic Lock® photo control receptacle available. Compatible with ANSI C136.41 external • One-piece optical cartridge system wireless control devices consisting of an LED engine, optics, gasket and stainless steel bezel •Surge protection: 20kA INSTALLATION • Lifeshield" Circuit (see Electrical Dataj • Mounting options for horizontal arm, vertical CONTROLS tenon or traditional arm mounting available. • Available with an optional passive Infrared P Mounting hardware Included (PIR) motion sensor capable of detecting ELECTRICAL motion 360' around the luminalre. When no • Luminaire accepts 100V through 277V, 347V motion Is detected for the specified time, the or 480V input 50 Hz to 60 Hz (UNV) motion response system reduces the wattage to factory preset level, reducing the light • Ambient operating temperature -40°C to 25°C level accordingly. When motion is detected • Power factor is 2.90 at full load by the PIR sensor, the luminaire returns to full wattage and full light output Please contact • Dimming Drivers are standard and dimming Beacon Products if project requirements vary leads are extended out of the luminalre from standard configuration unless control options require connection to the dimming leads. Must specify'rf wiring • Available with Emergent for optional set leads are to be greater than the 6" standard. dimming, timed dimming with simple delay, or timed dimming based on time of night Page rue Rev. 02/16/22 BEMVIPERSSPEC LWBEACCM VIPER S SMALL VIPER LUMINAIRE ORDERING GUIDE OPTICS STRIKE RELATED PRODUCTS 8 Viper Large CONTROLS (CONTINUED) • In addition, Viper can be specified with SlteSvnc" wireless control system for reduction in energyand maintenance costs �i while optimizing light quality 24/7 • Please consult brand or sales representative when combining control andelectricaloptions as some combinations may not operate as anticipated depending on your application CERTIFICATIONS • DLC3 (DesignLights Consortium) Qualified. Please refer to the DLC webslte for specific product quallflcatlons at www.designlights.org • Certified to UL 1598 and UL 8750 • 3G rated for ANSI C136.31 high vibration applications with MAF mounting 9 • This product qualifies as a "designated country construction material" per FAR 52.22541 Buy American -Construction Materials under Trade Agreements effective 04/23/2020. See Buy American Solutions. WARRANTY • 5yearwarranty • See HLI Commercial and Industrial Outdoor Lighting Warranty for additional information KEY DATA Lumen Range Wattage Range Efficacy Renee "M 4,045-16,216 39-136 100-124 Reported Life(Hours) Input Currant Range(Arrips) L70>60,000 0.1-1.1 C 2022 Beacon Pioduc6, a division of Hubbell Lighting. Ind. Specification subject W change without notice. Ir "HUBBELL 701 Millennium Boulevard Greenville, SC 296071 Tel 864.678.1000/ Websfte www.beacnnproducls.com �� Lighting CATALOG # VPS vPS `•i;,+r 24L-39 39W,LEDanay 24L-55 55W, LED any 36L-65 65W, LED array 48L-110 TOW. LED array 6OL-136 136W LED array DATE: LOCATION: TYPE: S2 I PROJECT: 3K7 3000K, 70 CRI FR Type 1/Front Row i1T400pCbCAI 2 Type SK7 5000K, 70 CRI a- 4F (formerly 4) Type 4 4W Type 4 Wide SOM Type 50M SR Type 5R (rectangular) SW Type 5W (round Wide) TC Tennis Court CR Comer Right CL Comer Left B A L Optic rotation lefts 347 347V R Opticrotationright6 480 480V A3 A4 AS MAF Rectangular Arm(fonnedy RA) for square or round pole Ann for round pole 3.5"-4.13'OD Arm for round pole 4.18'-525.OD Ann for round pole 5.5"-6.5"OD Mast An FBer (formerly SF2) for 244'OD horizontal an BIT BLS DBT GTT Black Matte Textured Black Gloss Smooth Dark Bronze Matte Textured Dark Bronze Gloss Smooth Graphite Matte Textured NXWE NXSPWF WIR SWP SWPMF NX Wireless Enabled (module + radio) WWireless, PIR Occ Sensor, Daylight Havesting' Wireless Controls, wiSCAPE Sill PreCommisslon14 SKeSyric Pre -Commission w/Sensor`x4 GENI-X7( ENERGENI' K Knuckle (formerly PK2) limit to 30' LGS Light Grey Gloss Smooth 7PR 74'in Receptacle only (shoving cap, photo control, or wireless control flit or 2W OD hortiontal arm or PSS Platnum Silver Smooth provided by others) WB vertical tenon Wall Bracket WHT White Matte Textured 7PR-SC 7-Ph Receptacle w/Shoving Cap AD Universal Ann for square pole WHS White Gloss Smooth 7PR-TL 7-Pln Receptacle w/Twin-Lock• photo control VGT Verde Green Textured AD3 Adapter for 2.4"-4.1" round pole STSF Biuetooth Programmable, PIR Oceupency/Daylight Sensor, 360° lens' AD4 Adapter for 4.2"-53"round pole CC Custom Color BTSO_F Bluebmin Programmable, PIR Occupancy/DayligMSersor, 36TI ns, Lipp 12 ADS Adapter for 5.5"-5.9'round pole moulltinghelght6 ADS Adapter for 6A'-6.5'round pole NXSPF NY PIR Our. Sensor, Daylight Harvestng' SCP/F Programmable Occupancy Sensorw/ daylight Controlt46 R9 Backshield (avallablefor FR, 2, 3, 4, 4W Optics) CD Continuous Dimming F Fusing TB Terminal Block HOD" Side SMM hee tood" milrfilmom mi Notes: 1 Not available with other wireless control or sensor options ❑ HSSNP-S/90-FB/X7IX 90' shield front or back ❑ VPL-AD-RPA3 2.4"-41` Bound Pole 2 Specify mounting height 8=8'or less, 40=Vr to 30' Adapter for AD an 3 Specify routine setting code (example GENIOil. See ENERGENI brochure and ❑ HSSNP-S/90-LR/X)O( 90' shield left or right Instructions for setting table and options. Not available sensor or SKeSync options ❑ VPL-AD-RPA4 4.2"-5.3"Round Pole 4 Specify group and zone share of order See www.hubleellllahuna.coMsttesvnc for ❑ HSSNP-S/270-FH0= 270' shield from or back Adapter far AD an fuller deralls. Order at least one SlteSync intedace accessory SWUSe or SWTAB. Each option contains SteSync License, GUI, and Bridge Node ❑ HSSNR5270-LRIX70( 270°shleld left or right ❑ VPL-AD-RPA5 5.5"-5.9' Round Pole 5 Only available wth FR, 2,3,4,4W and 5R distributions Adapter for AD arm 6 Specify mounting height 8=8', 30=30 ❑ HSSNP-5/360000( Poll shield ❑ VPL-AD-RPA6 6.0'-6.5"Round pOle 7 Replace "-" whin '14'for up to 14' mounting height'4OF for fi-0' mounting height ReplaceXXX with notation for assured finish dolor. Refer to page Adapter for AD arm B Replace" -" whh IT for up to 12' mounting height Bforshieldimages. Odeals° ACO VIPER S SMALL VIPER LUMINAIRE FEATURES • Small size companion to Viper Large • Wide choice of different LED wattage conflguratlons • Nine optical distributions • Designed to replace HID lighting up to 40OW MH or HPS • Suitable for wet locations DATE: LOCATION: TYPE: S3 PROJECT: 0lPTIC5 STRIKE 1F SP O R C US "MW see Cedia specificationstions R RELATED PRODUCTS CONTROL TECHNOLOGY 8 Viper Large NX i DISTRIBUTED- 1\11 INTELLIGENCEwiStAPE' energeni I5ite5yne},)t SPECIFICATIONS CONSTRUCTION ELECTRICAL (CONTINUED) CONTROLS (CONTINUED) • Corrosion resistant, die-cast aluminum Component -to -component wiring within the In addition, Viper can be specified with housing with powder coat paint finish rated luminaire may carry no more than 80%of SlteSvnc" wireless control system for for 1000 hour saltspray. rated load and is certified b UL for use at reduction in ens and maintenance costs Y energy is • External hardware is corrosion resistant 600VAC at 90"C or higher while optimizing light quality 24/7 • Plugdisconnects are certified UL for use Please consult brand or sales representative by P OPTICS at 600 VAC, 13A or higher. 13A rating applies when combining control and electrical options � • Cartridge is held together with Internal brass to primary (AC) side only as some combinations may not operate as N standoffs soldered to the board that it anticipated depending on your application a can be field replaced as a one-piece optical •Fixture electrical compartment contains all system LED driver components CERTIFICATIONS • One-piece silicone gasket ensures a • Optional 7-pin ANSI C136.41-2013 Twist- •DLC® (DesignLights Consortium) weatherproof seal around each Individual optic Lock® photo control receptacle available. Qualified. Please refer to the DLC Compatible with ANSI C136.41 external webslte for speclflc product quallflcatlons • One-piece optical cartridge system wireless control devices at www.designlights.org consisting of an LED engine, optics, gasket and stainless steel bezel •Surge protection: 20kA Certified to UL 1598 and UL 8750 • Lifeshield" Circuit (see Electrical Data 1 • 3G rated for ANSI C136.31 high vibration INSTALLATION applications with MAF mounting • Mounting options for horizontal arm, vertical CONTROLS tenon or traditional arm mounting available. . Available with an optional passive Infrared • This product qualifies as a "designated Mcountry construction material" per FAR Mounting hardware Included (PIR) motion sensor capable of detecting 52.22541 Buy American -Construction ELECTRICAL motion 360' around the luminaire. When no Materials under Trade Agreements effective • Luminaire accepts 100V through 277V, 347V motion Is detected for the specified time, the 04/23/2020. See Buy American Solutions. or 480V input 50 Hz to 60 Hz (UNV) motion response system reduces the wattage to factory preset level, reducing the light WARRANTY • Ambient operating temperature -40°C to 25°C level accordingly. When motion is detected • 5 year warranty • Power factor is 2.90 at full load by the PIR sensor, the luminaire returns to full wattage and full light output Please contact •See HLI Commercial and Industrial Outdoor • Dimming Drivers are standard and dimming Beacon Products if project requirements vary Lighting Warranty for additional information leads are extended out of the luminalre from standard configuration unless control options require connection to the dimming leads. Must specify, if wiring • Available with Eneroenl for optional set leads are to be greater than the 6" standard. dimming, timed dimming with simple delay, KEY DATA or timed dimming based on time of night Lumen Range 4,045-16,216 Watil Range 39-136 Efficacy Range (LPV4 100-124 Reported WeilHours) L70>60,000 InputCurre•rt Range (AmPS) 0.1-1.1 Page 1/9 Rev. 02I16rY2 BF MPEIR&15 C OSON VIPER S SMALL VIPER LUMINAIRE ORDERING GUIDE C 2022 Beacon Produc6, a division of Hubbell Ughdg. Ix. Specifications subject to changewtthaut nail HUBBELL 701 Millennium Boulevard•Greenvllle,SC29607/Tel864.678.1000/Webshew.vv.bearonpmduc .com LKJBBEL Lighting CATALOG # VPS VPS '- r•"`+s3r 24L-39 39W. LED array 3K7 3000K, 70 CRI 24L-55 55W LED any OOIr70 36L-65 55W, LED array ISO 5000K70CRI 48L.110 TOW. LED array 6OL-136 136W LED array DATE: LOCATION: TYPE: S3 I PROJECT. FR Type llFront Raw 2 Type 2 3 Type 3 4W Type 4 Wide 50M Type 5QM 511 Type SIR(rectangular) SW Type 5W (round wide) TIC Tennis Court CR Comer Right CL Comer Left BLBf L Optic rotation lefts R Optic rotation rights B A3 A4 AS MAF Rectangular Arm (formerly RA) for square or round pole Ann for rountl pole 3.5" -4.13" OD Arm for round pole 4.18"-525.OD Arm for round pale 5.5"-6.5"OD Mast Arm Fitier formerly SF2) for 2WOD horizontal an BIT BLS DBT GTT Black Matte Textured Black Gloss Smoom Dark Bronze Matte Textured Dark Bronze Gloss Smooth Graphite Matte Textured NXWE NXSPW-f WIR SWP SWPMF NX Wireless Enabled (module + radio) Nx Wireless, PIR Oa. Sensor, Daylight Havesting' Wireless Controls, wISCAPE SReSync PriaCommisslon14 SkeSync Pre -Commission w/Sensor`x4 GENI-X)( ENERGENI' K Knuckle (formerly PK2) limit to 30' LGS Light Grey Gloss Smooth 7PR 7-Fm Receptacle only (shoving cap, photo control, or vareless control UK or 2W OD horizontal arm or PSS Platinum Slaver Smooth provided by others) vertical tenon WHT White Matte Textured 7PR-SC 7-Pin Receptacle w/Shoving Cap WB Wall Bracket WHS White Gloss Smooth 7PR-TL 7-Pin Receptacle wrIvAst-Lock•photo control AD Universal Ann for square pole VGT Verde Green Textured AD3 Adapter for 2.4°-4.1'round pole BTS F Bluetooth Programmable, PIR Occupanty/Dayllght Sensor, 360° lens' AD4 Adapter for 4.2'-53"round pole CC Custom Color ITTS0_F Bluebom Pmgmmmabl,PIRO=pancyMerAgMSer ,, 360°Ierasuptot2' ADS Adapterfor 5.5"-5.9'round pole mounting height ADS Adapter for 6.0"-6.5'round pole NXSPF NX, PIR Dec. Sensor, Daylight Harvesting' SCP/F Programmable Occupancy Sensorw/ daylight controlt26 347V 480V 09 Backshield (inastablefor FR, 2, 3, 4, 4W Optics) CD Continuous Dimming F Fusing TB Terminal Block HOON SWO fill A[ptWdOl MOrytlng AepeONye Notes: 1 Not available with other wireless control or sensor options ❑ HSSNP.S/90.FB/X7IX 90' shield front or back ❑ VPL-AD-RPA3 2.411.1' Round Pole 2 Specify mounting height 8=8'or less, 40=14'to 30' Adapter for AD an 3 Specify routine setting mde(example GENI-04). See ENERGENI brochure and ❑ HSSNP-S/90-LR/XXK 90' shield left or right Instructions for setting table and protons. Not available coal sensor or Rear, options ❑ VPL-AD-RPA4 4.2"-5.3"Round Pole 4 Specify group and zone attlme of order. see wnw.hubbellilahtmucoMsitesvnc for ❑ HSSNP-S/270.FBDM 270°shieid from or back Adepterfor ADana fuller tletalls. Order at least one SlteSvnc interlace accessory SWUSB or SWTAB. Each option contains SteSync License, GUI, and Bridge Node ❑ HSSNRS/270-LR/)00( 270° shield left or right ❑ VPL-AD-RPA5 5.5'-5.9' Round Pole 5 Only available with FR, 2,3,4,4W and 513 disMbuton Adapter for AD an 6 Specify mounting height 8=8', 30=30 ❑ HSSNP-S/360D00( Poll shield ❑ VPL-AD-RPA6 6.0'-6.5'Round Pole 7 Replace "-"whh'14'for up to 14' mounting height"4OF for 15-40' mounting height Replace XxX with notation for assured! finish dolor. Refer to page Adapter for AD arm 8 Replace"- vth'IT for up to 12' mounting height Bforshieldimages. � Dewberry' Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.com I..I� O 2 I- Q D I= W U u1 Z a >U (L z crZ Ull t "> F_ > U/J Q W r B�) U Z m Q ~ W Z � UJ I- = X Z U) o W 1 Z Z O O O IM Q Q o CV 0 U LU CD O� U) U, J a UZ JO I� 5< G �W W J SEAL o WILLIAM A. L7 KEMP tic. No. 054535 SCALE 3EVISIONS No. DATE BY Description KBH DRAWN BY WAK APPROVED BY JGW CHECKED BY AUGUST 19, 2022 DATE TITLE ELECTRICAL SITE DETAILS PROJECT NO. 50119298 Page We Rev. 02/16/22 02022 Beacon Products, a division of Hubbell Lighting, Inc Specifications subject W change without hours. j� ' HUBBELL BEMVIPEIM SPEC 701 Millennium Boulevard • Greenvllle, SC 29607 / Tel 864.678.1000 / Website www.beacornzmducts.cam w\uv Lighting Page 2/9 Rev. 0V16/22 C 2022 Beacon Products, a division of Hubbell Ll hd Ix. cations subject change notice. g and g Tel .67el k g �. HUBBELL BEA-VIPERSSPEC ]01 Millennium Boulevartl•Greenvllle, 5C 2960]/Te1664.6]8.1000/Webslte wwwDeaconprotlucts.com Lighting Page 2/9 Rev. 02N6/22 C 2022 Beacon Products division of Hubbell Lighting, Inc. specifications subject to change without notice. CIAJ99¢a- ° HUBBELL BEA-VIPERSSPEC 701 Millennium Boulevartl•Greenville, SC 295071 Tel 864.678.1000/Websltew Ideacnnproducts.com »� Lighting NOTE TO REVIEWER: THIS SHEET IS FOR REFERENCE ONLY. DEWBERRY DOES NOT CERTIFY THESE FIXTURES CUTSHEETS AS THESE CUTSHEETS HAVE BEEN PRODUCED AND PROVIDED BY A THIRD PARTY. E7.O1 SHEET NO. 1 2 3 1 5 E C C i 0�pEkCQ n. VIPER S SMALL VIPER LUMINAIRE FEATURES • Small size companion to Viper Large • Wide choice of different LED wattage configurations • Nine optical distributions • Designed to replace HID lighting up to 40OW MH or HIPS • Suitable for wet locations S�® 11, C US See Cen Specifications DATE: LOCATION: TYPE: S4 PROJECT: CONTROLTECHNOLOGY NX wscAw energeni 5ite5yne�� SPECIFICATIONS CONSTRUCTION • Corrosion resistant, die-cast aluminum housingwith powder coat paint finish rated P for 1000 hour salt spray. • External hardware is corrosion resistant OPTICS • Cartridge Is held together with Internal brass standoffs soldered to the board so that it can be field replaced as a one-piece optical system • One-piece silicone gasket ensures a weatherproof seal around each Individual optic • One-piece optical cartridge system consisting of an LED engine, optics, gasket and stainless steel bezel INSTALLATION • Mounting options for horizontal arm, vertical tenon or traditional arm mounting available. Mounting hardware Included ELECTRICAL • Luminaire accepts 100V through 277V, 347V or 480V input SO Hz to 60 Hz (UNV) • Ambient operating temperature -40'C to 2S•C • Power factor is �!.90 at full load • Dimming Drivers are standard and dimming leads are extended out of the luminalre unless control options require connection to the dimming leads. Must specify if wiring leads are to be greater than the 6" standard. Page IM Rev. 02IK/22 8111-VIPERSSPEC O/SON VIPER S SMALL VIPER LUMINAIRE ORDERING GUIDE CATALOG # VPS ELECTRICAL CONTINUED • Component -to -component wiring within the Iuminaire may carry no more than 80%of rated load and is certified by UL for use at 600VAC at 91 or higher • Plug disconnects are certified by UL for use at 600 VAC, 13A or higher. 13A rating applies to primary (AC) side only • Fixture electrical compartment contains all LED driver components • Optional 7-pin ANSI C136.41-2013 Twist - Locke photo control receptacle available. Compatible with ANSI C136.41 external wireless control devices • Surge protection: 20kA • Ufeshield" Circuit (see Electrical Datel CONTROLS • Available with an optional passive Infrared (PIR) motion sensor capable of detecting motion 360' around the Iuminaire. When no motion is detected for the specified time, the motion response system reduces the wattage to factory preset level, reducing the light level accordingly. When motion is detected by the PIR sensor, the Iuminaire returns to full wattage and full light output Please contact Beacon Products if project requirements vary from standard configuration • Available with Emergent for optional set dimming, timed dimming with simple delay, or timed dimming based on time of night STRIKE RELATED PRODUCTS 8 Viper Large CONTROLS CONTINUED • In addition (CONTINUED) can be specified with SlteSvnc" wireless control system for reduction in energy and maintenance costs while optimizing light quality 24/7 • Please consult brand or sales representative when combining control and electrical options as some combinations may not operate as anticipated depending on your application CERTIFICATIONS • DLC9 (DestgnUghts Consortium) Qualified. Please refer to the DLC webslte for specific product quallflcatlons at www.deskinlights.org • Certified to UL 1598 and UL 8750 • 3G rated for ANSI C136.31 high vibration applications with MAF mounting • This product quallfies as a "designated country construction material" per FAR 52.225-11 Buy American -Construction Materials under Trade Agreements effective 04/2312020. See Buy American Solutions. WARRANTY • S year warranty • See HLI Commercial and Industrial Outdoor Lighting Warranty for additional information KEY DATA Lumen "If Wattage Range ENKacy Renee OW) 4,045-16,216 39-136 100-124 Reported Uk lHouol Mill Current Range (Amps) L70>60,000 0.1-1.1 0 20M Beacon Products, a praised of Hubbell Lighting, Inc Specalceaons subject to change without notice. HUBBELL 701 Millennium Boulevard-Greeraille, SC 29607/Td364.M.1000 I Webslte www.beacunproducts.com 16JeBo1 Lighting DATE: LOCATION: TYPE: S4 I PROJECT: VPS - %1.'iRS11lI 24L-39 391 LED army 24L-55 55W LED army 36L-65 65W LED array 3K7 3000K 70 CRI SK7 5000K,70CRI FR Type Want Row 2 Type 3 Type B L Optic rotation lefts R Optic rotation rights to 347 347V 480 4BOV 4BL-110 110W LED array 4W Type Wide 6OL-136 131 LED any SOM Type 50M Be Type 5R (rectangular) 5W Type 5W (round wide) TIC Tennis Court CR Corner Right CL Corner Left B Rectangular Arm (formerly RA) for square or round pole A3 Ann for round pole 3.5"-4.1TGO A4 Arta for round pole Cal -525"OD AS Ann for round pole 5.5'-5.5'OD MAF Mast An Fitter(formetiy SF2) for 2W OD honzonml an K Knuckle (formery PK2) Ilmftto 30' bit or 246" OD hodzonml arm or ventral tenon WB Wall Bracket AD universal Ann for square pole AD3 Adapter for 2.4"-4.Pround pole AD4 Adapter for 4.2"-5.3"round pole ADS Adapter for 5.5"-5.9' round pole ADS Adapter for 6.0'-6.5"round pole BLT Black Matte Textured NXWE NX Wireless Enabled (module I radio) BLS Black Gloss Smooth N LSPW_f Nx Wireless, PIR Dec Sensor, Daylight Havesung' DBf Dark Bronze Matte VAR Wireless Controls WSCAPE Textured SWP SfteSync Pre{bmmissionl° Dark Bronze Gloss SWPM_F SKeSync Pre -Commission w/SensorL24 Smooth GTT Graphite Matte Textured GENOM ENERGENP LGS Light Grey Gloss Smooth 7PR 7-Pin Receptacle only(shorting rap, photo control, or wireless control PSS Platinum Silver Smooth provided by others) WHT White Matte Textured 7PR-SC 7-Pin Receptacle w/Shorting Cap WHS White Gloss Smooth 7PR-TL 7-Pin Receptacle w/rwat-Lock® photo control VGT Verde Green Textured - • • BTS_F Bluetooth Programmable, PIR Occupancy/Daylight Sensor, 360"lens' CC Custom Color BTSO_F Bluetooth Programmable, PIR Occupancy/DaylightSensor, 360°kas, up W 12' mounting height s NXSP_F NX, PIR Occ. Sensor, Daylight Harvesting' SCP/_F Programmable Occupancy Sensor wl daylight control' zs BC Backshield (availablefor FR, 2, 3, 4, 4W Optics) CD Continuous Dimming F Fusing TB Terminal Block 96" SIrNk Ae0af4011q ilOtla , AK4fti Notes: 1 Not avallable with other wireless control or sensor options ❑ HSSIVP-S/90-FB/XXX 90° shield from or back ❑ VPL-AD.RPA3 2.4"-4.1'Round Pole 2 Specify mounting height 8 = 9 or less, 40=W to 30' Adapter for AD an 3 Specify routine setting care texample GENF04). See ENERGENI brochure and ❑ HSSNP-S/90-LRA00( 90'shield left or dght Insauctlons for setting table and options. Net available with sensor or Steal options ❑ VPL-AD-RPA4 4.7-5.3'ROund Pole 4 Specify group and zone ffitime of order. See www.hubbellllahana.coMsttesvnc for ❑ HSSIVP-S/270-Pi 270°shield front or back Adapter for AD arm further details. Order at least one StteSync Intertal accessory SWU58 or 5WrAB. Each option contains SiwSync License, GUI, and Bridge Node ❑ HSS1VP-S/270-LR/X70( 270• shield left or light ❑ VPL-AD-RPA5 5.5"-5.9"Round Pole 5 Only available with FR, 2, 3,4,4W and SR distributions Adapter for AD an 6 Specify mounting height 8=13', 301 ❑ HSSIVP-S/360/)XX Full shield ❑ VPL-AD-RPA6 6Z-65"Round Pole 7 Replace '-' with '14' for up to pr mounting height'40F' for 15AU mounting height ReplaceXxX wlth natation for desired finish color Refer to page AdaplerforADann 6 Replace' -• with 9T for up to 12' mounting height 8 for shield Images. O design. APO VIPER S SMALL VIPER LUMINAIRE FEATURES • Small size companlon to Viper Large • Wide choice of different LED wattage configuratlons • Nine optical distributions • Designed to replace HID lighting up to 40OW MH or HPS • Suitable for wet locations DATE: LOCATION: TYPE: S5 PROJECT: Cap US a I Beep Spedflali lone CONTROLTECHNOLOGY NX II DLSfRIBLITED- 1\11 INTEWGENCE wiSCAM energeni 5ite5ync},)) SPECIFICATIONS CONSTRUCTION • Corrosion resistant, die-cast aluminum housing with powder coat paint finish rated for 1000 hour salt spray. • External hardware is corrosion resistant OPTICS • Cartridge Is held together with Internal brass standoffs soldered to the board so that it can be field replaced as a one-piece optical system • One-piece silicone gasket ensures weatherproof seal around each Individual optic • One-piece optical cartridge system consisting of an LED engine, optics, gasket and stainless steel bezel INSTALLATION • Mounting options for horizontal arm, vertical tenon or traditional arm mounting available. Mounting hardware Included ELECTRICAL • Luminaire accepts 100V through 277V, 347V or 480V input 50 Hz to 60 Hz (UNV) • Ambient operating temperature -40°C to 25°C • Power factor is �! .90 at full load • Dimming Drivers are standard and dimming leads are extended out of the luminalre unless control options require connection to the dimming leads. Must specify'rf wiring leads are to be greater than the 6" standard. Page la Rev. 02/1ti/22 BE MPERSSPEC LWBEACCM VIPER S SMALL VIPER LUMINAIRE ORDERING GUIDE CATALOG # VPS YPS ELECTRICAL (CONTINUED) • Component -to -component wiring within the luminalre may carry no more than 80%of rated load and is certified by UL for use at 600VAC at 90°C or higher • Plug disconnects are certified by UL for use at 600 VAC, 13A or higher. 13A rating applies to primary (AC) side only • Fixture electrical compartment contains all LED driver components • Optional 7-pin ANSI C136.41-2013 Twist - Locke photo control receptacle available. Compatible with ANSI C136.41 external wireless control devices • Surge protection: 20kA • Ltfeshteld" Circuit (see Electrical Dataj CONTROLS • Available with an optional passive Infrared (PIR) motion sensor capable of detecting motion 360' around the Iuminaire. When no motion Is detected for the specified time, the motion response system reduces the wattage to factory preset level, reducing the light level accordingly. When motion is detected by the PIR sensor, the Iuminaire returns to full wattage and full light output Please contact Beacon Products if project requirements vary from standard configuration • Available with Energeni for optional set dimming, timed dimming with simple delay, or timed dimming based on time of night OPTICS STRIKE RELATED PRODUCTS 8 Viper Large CONTROLS (CONTINUED) • In addition, Viper can be specified with SlteSvnc" wireless control system for reduction in energy and maintenance costs while optimizing light quality 24/7 • Please consult brand or sales representative when combining control and electrical options as some combinations may not operate as anticipated depending on your application CERTIFICATIONS • DLCB (DesignLights Consortium) Qualified. Please refer to the DLC webslte for specific product quallficatlons at www.designlights.org • Certified to UL 1598 and UL 8750 • 3G rated for ANSI C136.31 high vibration applications with MAF mounting • This product qualifies as a "designated P 9 country construction material" per FAR 52.22541 Buy American -Construction Materials under Trade Agreements effective 04/23/2020. See Buy American Solutions. WARRANTY • 5yearwarranty • See HLI Commercial and Industrial Outdoor Lighting Warranty for additional information KEY DATA Lumen Rerge Wattage Range Efficacy Range QPW) 4,045-16,216 39-136 100-124 Reported LYe(HOursl Input Current Range(A#nps) L70>60,000 0.1-1.1 C 2022 Beacon Products, a aMslan of Hubbell Lighting. line Specifications subject to change without mace. Ir "HUBBELL 701 Millennium Boulevard - Greenvllle, SC 296071 Tel 864.678.1000/ Websfte wnw.beaconproducls.com �� Lighting 24L-39 39W,LEDanay 24L-55 55W, LED any 36L-65 65W, LED anay 9giB--S9W.TlD-k-f 48L-110 110W LED array 6OL-136 136W LED army Rectangular Arm (formerly RA) for square or round pole A3 Ann for round pole 3.5"-4.13"OD A4 Arta for round pole 4.18"-52TOD AS Ann for round pole 5.5"-6.5"OD MAF Mast An Fil(formery SF2) for 2%' OD horizontal an K Knuckle(formedy PK2) limit to 30' tilt or 2W OD horizontal arm or vertical tenon WS Wall Bracket AD Universal Ann for square pole AD3 Adapter for 2.4"-4.1"round pole AD4 Adapter for4.2"-53"round pole ADS Adapter for 5.5"-5.9'round pole ADS Adapter for 6D'-6.5'round pole 3K7 3000K, 70 CRI it7'-4DGOK..y CRI SK7 5000K, 70 CRI DATE: LOCATION: TYPE: S5 I PROJECT: FR 2 3 7FlT 4W 50M 5R 5W TC CR CL Type Want Row Type 2 Type 3 Type 4 Wide Type 50M Type 5R (rectangular) Type 5W (round Wide) Tennis Court Comer Right Comer Left B (MV— %2fti=7'�7tI L Optic rotation lefts 347 347V R Optic rotation rights 480 4BOV BIT Black Matte Textured NXWE NX Wireless Enabled (module + mdlo) BLS Black Gloss Smooth NXSPW-Y WWirelesA PIR Odd. Sensor, Daylight Havesting' DBT Dark Bronze Matte WIR Wireless Controls, wiSCAPE Textured SWP SneSync PreCommisslonta Dark Bronze Gloss SWPM_F SiteSync Pre -Commission w/Sensor`;' Smooth GTT Graphite Matte Textured GENI-XX ENERGENI' LGS Light Grey Gloss Smooth 7PR 74Nn Receptacle only (shorting rap, photo control, or wireless control PSS Platinum Silver Smooth provided by others) WHT White Matte Textured 7PR-SC 7-Pin Receptacle w/Shomng Cep WHS White Gloss Smooth 7PR-TL 7-Pln Receptacle wRwist-Lock• photo control VGT Verde Green Textured STS-F Bluetooth Programmable, PIR Occupancy/Daylight Sensor, 360• lens' CC Custom Color BTSO_F Bluetaxin Programmable, PIR Occupancy/Daylight5ersor, 360°lem upts 12 mwrNnghelgMa NXSP F NX, PIR Occ. Sensor, Daylight Harvesi SCP/_F Programmable Occupancy Sensorw/ daylight controlr4° BC Backshald (avelablefor FR, 2, 3, 4, 4W Optics) CD Continuous Dimming F Fusing TB Terminal Block Ill SSALW A(t"i MpeasaommmmeSift Notes: 1 Not available with otherwireless control or sensor options ❑ HSSIVP-S/90-FB/X00( 90' shield from or back ❑ VPL-AD-RPA3 2.4"-,LP Bound Pole 2 Specify mounang height 8=8'or less, 40=W to 30' Adapter for AD an 3 specify routine seeing code (example GENI-04). See ENERGENI brochure and ❑ HSS/VP-S/90-LR/XXK 90' shield left or right Instructions for setting table and aptions. Not available w8h sensor or Skesync options ❑ VPL-AD-RPA4 4.2'-5.3'Round Pole 4 Specify group and zone attlme of order. See hrubbellllarrharooMsttesvne for ❑ HSSNPRS/270-Fi 270' shield from or back Adapter fair AD an further tletalls. Order at least one siteSync interface accessory SWUse or SWTAB. Each option contains Sheri License, GUI, and Bridge Node ❑ HSS1VRS270-LR000( 270°shield left or right ❑ VPL-AD-RPA5 5.5"-5.91 Round Pole 5 Only evallable wfth FR, 2,3,4,4W and 5R clslebutlons Adapter for AD arm 6 Specify mowning height B=B, 30=30 ❑ HSS/VRS/360WM Full shield ❑ VPL-AD-RPA6 6.0'-6.5"Round Pole 7 Replace "-" win '14'for upto14'mounting height'40F for 1540' mounang height ReplaceXxX with notation for desired finish color. Refer to page Adapter for AD arm 8 Replace" -" with IT for up to 12' mounting height 8farshieldimages. 1 a � Dewberry' Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.com I� 0 2 I— Q W U u1 z a >U a z crZ I_ "> _ > WQ H (n U) (n Cn Z CO _ Q ~ W Z � UJ X J (n 1 Z 7 Z w O o O J IM o CV d O LU m O t ) J Q UZ J 0 I� 5< G ui co J SEAL .G o MLLIAM A. L7 KEMP Lic. No. 054535 SCALE REVISIONS No. I DATE BY Description DRAWN BY APPROVED BY CHECKED BY DATE TITLE KBH WAK JGW AUGUST 19, 2022 ELECTRICAL SITE DETAILS PROJECT NO. 50119298 Pagel Rev.0W16a320 2M2 Beacon Products, a branch of Hubtroll Lighting, Inc Specifications subject to change witrout notice. ( , ° HUBBELL BEMWPERSSPEC 701 Millennium Boulevard •Greenvllle, SC 29607/Tel 864.678.1000/ Website w.rw.beaconprdductcocrn \\wV//i Lighting Page 2/9 Rev. 02/1ti/22 C 2022 Beacon Products, a draslon of Hubbell Llghting,Iine Spedficatlons subject to change without nonce. ��ggFphy�y °HUBBELL BEA-VIPERSSPEC 701 Millennium Boulevard - Greenvllle, 5C 29607/ Tel 864.678.1000/Websltew Ideaconproducts.com wv/�e�� Lighting NOTE TO REVIEWER: THIS SHEET IS FOR REFERENCE ONLY. DEWBERRY DOES NOT CERTIFY THESE FIXTURES CUTSHEETS AS THESE CUTSHEETS HAVE BEEN PRODUCED AND PROVIDED BY A THIRD PARTY. E7mO2 SHEET NO.